City Council Agenda Packet 03-22-2004
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AGENDA
REGULAR MEETING - MONTICELLO CITY COUNCIL
Monday, March 22, 2004 - 7 p.m.
Mayor:
Bruce Thielen
Council Members:
Roger Carlson, Glen Posusta, Robbie Smith and Brian Stumpf
1. Call to Order and Pledge of Allegiance.
2. Approve minutes of March 8, 2004 regular Council meeting.
3. Consideration of adding items to the agenda.
4. Citizen comments, petitions, requests and complaints.
5. Consent Agenda
A.
B.
. C.
D.
Consideration of ratifying new hires for the liquor store.
Approval of beer license for Monticello Lions for Riverfest Celebration.
Approve renewal of charitable gan1bling licenses for Monticello Lions Club.
Consideration of authorizing expenditure for representatives of Fire Department to
attend a vendors expo.
E. Consideration of authorizing advertisement for bids for new fire tanker.
F. Consideration of adopting resolution in support of DNR grant for dock installation at
West Bridge Parle
6. Consideration of items removed from the consent agenda for discussion.
7. Public Hearing on vacation of drainage and utility easements for Lots 5 & 6 and 7 & 8, Block 3
of the Meadows 2nd Addition.
8. Public Hearing on 2004 Core Street Reconstruction Project No. 2004-06C and consideration of
authorizing approval of project and ordering plans and specifications.
9. Consideration of adopting a resolution establishing a negative declaration of impact relating to
the proposed demolition of the old Community Methodist Church huilding by Sunny Fresh
Foods.
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10.
Consideration of approving Monticello Community Ice Arena Agreement.
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Agenda
Monticello City Council
March 22, 2004
Page 2
11. Presentation of information on MnDOT' s proposed options on a connection from 1-94 and
Highway 10 and potential impact on Monticello transportation design issues and consideration
of Council resolution supporting an option..
12. Review well head protection delineation and consideration of forwarding to Minnesota
Department of Health.
13. Update on railroad crossing- Territorial Roadl7th Street (closed session).
14. Approve payment of bills for March.
IS. Adjourn
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MINIJTES
REGIJLAR MEETING - MONTICELLO CITY COUNCIL
Monday, March 8, 2004 - 7 p.m.
Members Present:
Glen Posusta, Robbie Smith, Brian Stumpf and Bruce Thielen
Members Absent:
Roger Carlson
1. Call to Order and Pledge of Alle2:iance.
Mayor Thielen called the meeting to order at 7 p.m. and declared a quorum present. The
Pledge of Allegiance was said.
2. Approve minutes of the February 23. 2004 re~ular Council meetinl!.
BRIAN STUMPF MOVED TO APPROVE THE MINUTES OF THE FEBRUARY 23, 2004
REGULAR COUNCIL MEETING. GLEN POSUST A SECONDED THE MOTION.
MaTTON CARRIED UNANIMOUSLY.
3.
Consideration of adding items to the agenda.
JdIO'Neill added an update on the relocation of the Methodist Church building. Brian
Stumpf suggested adding agenda item #7 to the consent agenda. Brian Stumpf questioned the
engineer on a letter that was received from the Plumbery. Bret Weiss, City Engineer,
responded that the concern noted in the letter is something the City would consider as part of
2004 Core Street Project and would be discussing with MnDOT.
4.
Citizen comments. petitions. reQuests and complaints.
Mayor Thielen explained the purpose of the citizen comment portion of the agenda. There
was no one who spoke under citizens comments.
5. Consent Al!enda
A. Consideration of approving temporary liquor license for wine tasting event at the
Monticello Community Center. Recommendation: Approve the temporary on-sale
liquor license for the April 2, 2004 wine tasting event.
B. Consideration of renewing annual maintenance agreement with Wright County
Highway Department for 2004. Recommendation: Approve the annual
maintenance agreement with Wright County for 2004.
c.
Consideration of approving renewal of Men's Softball Association beer license.
Recommendation: Approve beer license for the Men's Softball Association for the
Xce\ BalIfields contingent upon submittal of insurance and payment of license fee.
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D.
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Council Minutes - 3/8/04
Consideration of a request for a conditional use permit allowing for an ice arena
expansion to an existing education institution in a PZM District and consideration of a
request for a conditional use permit allowing the establishment of a joint parking
facility as allowed by the General Provisions ofthe Monticello Zoning Ordinance.
Applicant: Monticello school District #882 and Monticello-Big Lake Hospital.
Recommendation: 1) Move to recommend approval ofthe conditional use permit to
allow the construction of an ice arena addition to the Monticello Middle School based
on a finding that the facility is an appropriate accessory use for a public school
building and that the parking management proposals offered by the applicants will
minimize negative impacts of the increase in use. 2) Move to recommend approval of
the conditional use permit to allow off-site parking for the school arena on the
Monticello-Big Lake Hospital property based on a finding that the hospital parking is
in reasonable proximity to the school and access across Broadway is protected by an
existing traffic signal.
E.
Consideration of a request for a conditional use permit for the expansion of a religious
institution in the p-S/Public-Semi-Public District. Applicant: Resurrection I,utheran
Church. Recommendation: Move to approve the conditional use permit amendment
to allow expansion of a religious institution within a P-S/Public-Semi-Public Zoning
di strict based on the comments from the staff report for the March I, 2004 Plann i ng
Commission meeting and with the following conditions:
I. Building foundation p[antings be provided on the west side of the building addition near the
entry area. The variety, location and size of such plantings shall be subject to City approval.
2. The co [or of the building addition siding match that of" the existing structure.
3. All exterior lighting, including the illuminated spire feature shall be directed sllch that the
source of light is not visible from adjacent properties or right-of-ways.
4. The City Engineer provide comment regarding grading, drainage and utility issues.
F. Consideration of accepting feasihility report and setting public hearing date for 2004
Street Reconstruction Project No. 2004-06C. Recommendation: Accept the
feasibility report for the 2004 Street Reconstruction Project No. 2004-06C as prepared
by WSB & Associates, Inc. and set March 22,2004 as the date of the public hearing to
consider the proposed improvement.
H. Consideration of amendments to City Ordinance Chai)'er 5, Title 8 (Boulevards)
relating to mailboxes. This item was removed from the regular agenda and placed on
the consent agenda. Recommendation: Adopt amendments to ordinance as noted in
Ordinance Amendment #405.
Glen Posusta requested that item #5F be removed for discussion.
ROBBIE SMITH MOVED TO APPROVE THE CONSENT AGENDA WITH Tl IE
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Council Minutes - 3/8/04
ADDITION OF AGENDA ITEM #7 AS ITEM #5H AND TITE REMOVAL OF ITEM #5F.
GLEN POSUSTA SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY.
6.
Considcration of items removed from the consent a2cnda for discussion.
Item #5F relates to accepting of the feasibility report and setting a public hearing date for the
2004 Core Street Reconstruction Project No. 2004-06C. Glen posusta referenced the letter
received from the Plumbery and stated that the City needs to look at the situation and
determine whether a cul-de-sac or turnaround should be constructed for those properties as a
second to doing a right-in right-out arrangement. Glen Posusta stated he had been contacted
by the Plumbery. John Johnson and Little Mountain Lighting concerning the situation. Glen
Posusta also suggested the possibility of some type of signage that would restrict truck tratlie
in the area.
Glen Posusta also questioned why Sandberg Road was getting an mill and overlay under the
Core Street Project when it has a PCI of 70. lIe also questioned why the road improvement
stopped at the dental office site and did not extend down all of Sandberg Road. Glen Posusta
felt since Sandberg Road was not a heavily traveled road, micropaving should be considered.
He also asked whether micropaving couldn't be considered for Kampa Circle. Bret Weiss,
City Engineer indicated they looked at School Boulevard and by using micropaving they could
address the rutting that is taking place on that road. He stated micropaving is not applicable in
every case and in some cases would be a more costly process so each road needs to be looked
at individually. The reason not of all of Sandberg Road is being done is because a portion of
the road was done at a different time so the condition of the road is different for that segment.
Bret Weiss stated that because of possible development activity on School Boulevard this
season it may be that the portion of the 2004 Core Street Reconstruction project relating to
School Boulevard may be delayed or done in part.
Glen posusta asked about the neighborhood meeting referenced in the feasibility report. Bret
Weiss stated that the neighborhood meeting has been scheduled for March 17,2004 and that
date had not been updated in the report. Glen Posusta also asked about the work being done
in the Meadow Oakes area and whether that would be impacted by the proposed interchange
and freeway redesign. Bret Weiss indicated that is something they will be continuing to look
at as they do their plans. Since there aren't final plans in place for the interchange they cannot
say for certain whether the proposed work would he .rnpacted by it.
ROBBlE SMITH MOVED TO ACCEPT THE FEASIBILITY REPORT FOR THE 2004
CORE STREET RECONSTRUCTION PROJECT NO. 2004-06C AND TO SET A PUBLIC
HEARING DATE OF MARCH 22, 2004 AT 7 P.M. BRIAN STUMPF SECONDED TlIE
MOTION. MOTION CARRIED UNANIMOUSL Y.
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Council Minutes - 3/8/04
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7.
Consideration of amendments to Ci Ordinance Cha ter 5 Title 8 Boulevards
relating to mailboxes.
Added to the consent agenda as item #5H.
8. Approve payment of bills for March
BRIAN STUMPF MOVED TO APPROVE PAYMENT OF BILLS FOR MARCIL ROBBIE
SMITH SECONDED THE MOTION. MOTION CARRIED UNANIMOUSLY.
Added Item:
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Methodist Church Relocation: Jeff O'Neill reported that the relocation report prepared by
MacDonald and Mack Architects had just been received and he updated the Council on the report.
Sunny Fresh and the Monticello Arts Council have been in discussions relating the cost of relocating
the church building and the feasibility of the using the building by the Monticello Arts Council. The
report indicated the church building was in fairly good shape. The estimated cost flW preparation and
relocation of the building is $533,000. Staff was asking that Council acknowledge the information
presented in the report and at a future meeting look at any other group use of the meeting and to
consider the declaration of negative impact for an EA W. Although the Monticello Arts Council may
not be able to utilize the church bui lding, city staff has been in contact with the W right County
Historical Society and the State Historical Society as well as the Methodist Church to see ifthere is
any archival interest in the building.
Jim Fleming of the Monticello Arts Council spoke expressing the Arts Council's appreciation of the
position the City has taken to allow the use of city owned land for construction of a building. They
also appreciated the efforts of Sunny Fresh in this project. He noted that the church building has
physical limitations and might be more suitable as an ancillary building rather than the primary
building. The Monticello Arts Council funding is such that they need to be looking at something
that could be utilized as a primary building and the cost factor of$533,000 to relocate the building
was also a prime consideration. He acknowledged the serious effort that was made to preserve this
building.
Don Roberts from Sunny Fresh stated they have tried to do something with the church building for
the last 4 Y2 years but it has not worked out. Sunny Fresh would like to utilize the property and move
along with the EA W process. Sunny Fresh is not in opposition to any portion of the church building
being removed by those who are interested in preserving the building either in part or whole. Don
Roberts also indicated they could wait a couple of more weeks for Council action on the EA W since
it is unlikely any demolition will take place before May. Fred Patch, Building CHlicial, indicated that
the State llistorical Society expressed an interest in doing a photo documentation ofthc building.
9.
Adjourn.
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BRIAN STUMPF MOVED TO ADJOURN AT 7:30 P.M. GLEN POSUST A SECONDED
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THE MOTION. MOTION CARRIED UNANIMOUSLY.
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Recording Secretary
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Council Minutes - 3/8/04
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NEW EMPLOYEES
Name
Matuska, Jeremy
Title
Stock/cashier
Department
Liquor
Hire Date Class
3/2/2004 part time
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TERMINATING EMPLOYEES
Name
Reason
Department
Last Day
Class
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employee councillist.xls: 3/10/2004
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NEW EMPLOYEES
Name
Title
Department
Hire Date
Class
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TERMINATING EMPLOYEES
Name Reason Department Last Day Class
Foshaug, Ryan season ended Public works 1/15/2004 temporary
Hoglund, Benjamin involuntary MCC 2/9/2004 part-time
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employee councillist.xls: 2/25/2004
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Council Agenda - 3/22/04
58. Consideration of Approvin2: a temporary liauor license for 3/2 beer for the
Monticello Lions Club for River Fest. (R W)
A. REFERENCE AND BACKGROUND:
The City has received a request for a temporary liquor license for 3/2 beer for the Monticello
Lions Club for the River Fest activities scheduled for July 10-11,2004. The temporary license
fee is the same as last year ($1 O/day).
B. ALTERNATIVE ACTIONS:
1. Approve issuance of the temporary liquor license for 3/2 beer to the Monticello Lions
Club for the River Fest activities on July 10-11,2004.
2. Do not approve the license.
C. STAI<'F RECOMMENDATION:
The City Administrator recommends approval of the license as outlined.
D.
SUPPORTING DATA:
A copy of the application.
Application for 1 to 4 Day Temporary On-Sale Liquor License
Page 1 01'2
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Minnesota Department of Public Safety
ALCOHOL AND GAMBLING ENFORCEMENT DIVISION
444 Cedar St, Suite 133, St Paul, MN 55101-5133
(651)296-9519 FAX (651)297-5259'TTY (651)282-6555
.
AJ"Pl.JCATlON AND llEIUt'UT
FOR A 1 TO 4 DAY TEM'PORAltY ON-SAlJ.t UQlJOR UC.KNSE
((~allizalioll or IOClJliQIl limited to 3pennil:> iua 12 month pej'iod)
.
TYPE OR I'RJ N r INFORMATION
NAME or ORGANIZATION DATn OH.GANIZED TAX Exr:Ml'T NUMBIJ{
Mo NT I c. E: L. La LIoNS C L,.tJ 8 0 c. Tit.)
~7~"B~XF.S~ 7 3 ~~~ r 1 Cf:. L.LO STATE
NAME ovj:i'F~I{SON MAKING APPLICATION BUSINESS PHONE
0& ER Bl!:/,..,sA AS ~3 2.9S"'~9"+
DA TES LIQUOR WILL BE SOLD(llo4dIlYs) TY'PF OF ORGANIZATION
"1 - 10 - 0 ~ ~CLun :'; CIM,RtTABLE ~jRELImOUSJ OTIH~R NONPROFr
~J.J~~Y}lIE~)~'I~P;R'S NAME 17..f~~')~/.sHOP,AV NOW ;/JoNr/(!'E~O MAJ. S~j' 1-
2~~'~~1:.0z.(;~ NAME ~r~4~~O.RN 6/IlCLF: IJJJf/ll:/JA MN. j'"J"3' 1.-
OI~^Nig~:~.tg~j';ICFR'S NAME 5~4H~"~1"H >r. MoVrll.t.l loa ft1..v. 5'53" 'l.-
Locution Wb'::l"e li.x:m;c wi .10 llsed. l' un (1l1ldl:l'l)r a:f(!:i\, dC51.'tl
Co/V1MVN1TY Ce:N-r4-~ '.4/1../<'11'16 l..oT-RIV~~~f:ST SOI.Ee:r tlOt!;.
JiL.?--IS PAA~ .~/V~I( p~S'" At'I..-r INr"HE: pl4/V<
Will the applicm:ll coOtltnlc!llir Intoxicating liqllor servioo,;? If:;o, g.i\'c Ill.;: llallW Il;HlllddreS;c:; of Ihul ,iqll\lf liccllS<:' providing (be service,
NO
:1 '
Will the IIpplicollll( call}' IiqU(ir liabililyiu\01.Irilllcc? If so, tbe cMriut' " lI:l111U itod 1\111(11]111 (11' c.ovcrllg<l.
(NOTE; w..'<<lfaJlce is ll(J! malldlllory).,",~ ~ ~ p 4 INS '" &- ~ y S / J 00" ~ 0 <> 0
APPROVAL
APPLICATION 1\1 liST BE APPROVED BY CITY OR COllN1''YBEFORE SUBMITT1NG TO UQUOR CONTROL
CITY ICOl.JNTY
DATE APPROVl?D
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CITY FEEAMOCNT
UCENSE DATES
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DATE H:m PAID
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SlnN.i\TURE CITY (:l}:RK OR COUNTY OFFiCIAL
APPROVED LIQUOR CONTROL IJ1RJ:t~lOR
.
NOTE: 00 not je:tll\ral~ Ihe~e Iw'(l pllrt.s, IWnd both pltl1i! to tilt a(ldr~:\:lIlIbiWf alld the nrlgllla.l signed b~ Ibis tlh i~ion
will bI., relurned 11$ tlu,> lu;~eme, Submit to I hI'. Cit)' l)f Cr)unl~ at least 31\ da~'!l hC(IlT€' the e\l'n.1.
PS'()90?9(8f<J5
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http://www.dps.state.mn.us/al cgamb/alcenf/forms/4daytemp.html
8/5/2002
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Application for 1 to 4 Day Temporary On-Sale Liquor License
Page 1 of2
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Minnesota Department of Public Safety
ALCOHOL AND GAMBLING ENFORCEMENT DIVISION
444 Cedar St., Suite 133. St. Paul, MN 55101-5133
(651)296-9519 FAX (651)297.5259 TTY (651)282.6555
APPUCATlON A.N.DPERMIT
FOR A 1 TO 4 DAY TEMPORARY ON-SAUD 1,JQlJOR LICRNSl~
(Or!!,M,lizalioll or lOClllioll lirnll,1X! 10 3 permhs in II 12 llwllth pojd~jd)
TYPE OR PIt/NT INFORMATION
NAME or ORGANIZ..... nON DA"I'r:: ORGANIZED TAX EXEMPT Nt :IMBER
/I1t:>",r,c S;L.LO l.IONS CLUB DC-j '-Z5
. STRFET ADDRESS eIT'1'
p70 80 X 'l"3 MJI'ITIC-~l.LO
R~~ C~'~ERSrL~~~~ APPL.ICA TION ~3~~INi~:J':I~~~4
DA us U Qt/OR \\'n), BE SOLD (I 104 dllYs) T'l"PF OF ORGANIZATION
1-;1- o.it CLUB :: CHARITABU: ::r REUCilOUS J OTHbIfNONPROiT
J~(~~lb~'~~~F~lcgR'S NAME ~7~~1~~, HoP AV /IV! MoAlTICfoLLo MAJ. ,)5"3'- 4-
2.RJ~~z)l$~Jl~:;;JAME '~'~4;;8coA/v' C/~Lf /"IDIJ11CeLLo 11A1. 5"531.. '1-
ORG!\Nll..<\110N OFFICEH,'$ NA!\{E ADDRE.SS
W /5..:5 C> L ON f"2..4 W ,'f"/i Sf. M"NT. c6t,t..o IIIA/. .sY3" 1..-
Looation where li....,."o$(: wi be uso<l. U'llrj mmllJ<(lf :nclI, dcsen
Bt.I...ISOAJ 'PAIt.}<. -RIP.!"'; G f!.t.l 0 - R/Ve.~r6ST c 61.t:.8RIOi/b,.)
Willlhc applicamooutr1lCt for i\llo:,;,icating liqllor~rvjcc$? If,;t\ g.i\'1;'; 'Ill: ll:um: lllHl11ddrcs.-: of d\l~ I,i'lllm 1 ioou:;c llM'iding 11:1(: S-l'1'l'ice
de> " ~ '" .
Will the Ilpplicllnt CiU'f)' liquor liabilily inl>UHlUcc') If so, the c.1.l'l'it:r' S Ilame 1111 arlHllllll of OO....Crll~.
(NOTE: In.s.umllce l!lllOl malldalor:r)",(,?~ P ~ /IVS A 6(.Y QOC::>..L-~_~_~_~",...y'_"_~",____
APPROVAL
APPLICATION MUST BE APPROVED BY elTY On. COlJNTVBEFORE SUBMITTING TO UQUOR CONTROL
CITY/COUNTY
DATE APPROVf.D
CITY FEEAMOCNT
LICENSE DATF:S
DA.TE H~E PAIO________.~.____"_
SI(,NATlJRE CITY Cl,ERK OR COlJNTY OFFiCIAl,
APPROVED LIQUOR. CONTROL DIREC}UR
NOTE: OQ nol st,pnrate th~~~ two parts, MlDd botb parts to tla' gttdrtS:!l,lIlHWt Ill'id the odgiuli! :liigned h~ lhi" dh'i~ilm
will be rdllrned II) the u."~tll1se, Submit to HII'. ell)' or Count)st wad 30 dlt'." hefotethe cu:n1.
PS..{)9079{SflJ5
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http://www.dps.state.mn.us/alcgamb/ aIcenflforms/ 4daytemp.html
8/5/2002
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5C.
Council Agenda - 3/22/04
Consideration of resolution approvine renewal of eambline license for Monticello Lions
Club to conduct charitable eambline at Monticello Country Club. Hawks Soorts Bar and
Grill and River City Lanes. (R W)
A. REFERENCE AND BACKGROUND:
The Monticello Lions arc requesting renewal oftheir permit to conduct charitable gambling
operations at the Monticello Country Club, Hawks Sports Bar and Grill and River City Lanes..
Prior to the State Gambling Control Board issuing a license, the City Council must pass a
resolution approving or denying the application. The staff is not aware of any reason why the
Council would not allow the state to issue this license.
B. ALTERNATIVE ACTIONS:
c.
1. Adopt a resolution authorizing the State Gambling Control Board to renew the charitable
gambling license to the Monticello Lions Club for charitable gambling activities at the
Monticello Country Club, Hawks Sports Bar and Grill and River City Lanes.
2. Do not approve the resolution.
STAFF RECOMMENDATION:
The City Administrator recommends the resolution being adopted authorizing the issuance of
the license. The City is not aware of any reason why the license should be denied.
D. SUPPORTING DATA:
· Copy of resolution
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CITY OF MONTICELLO
RESOLUTION NO. 2004-15
RESOLlJTION AUTHORIZING THE ISSlJANCE
OF A GAMBLING LICENSE
WHEREAS, the Monticello Lions Club have submitt@d an application to the City Council of
Monticello for the issuance of a charitable gambling license to conduct charitable gambling at
Monticello Country Club in Monticello, Minnesota, and
WHEREAS, the Council is not opposed to the gambling license being issued by the State
Gambling Control Board.
NOW T'HEREFORE, BE IT RESOLVED BY THE CITY COUNCIL that the application by the
Monticello Lions Club for a charitable gambling license is hereby approved and the State
Gambling Control Board is authorized to process the application.
Adopted by the City Council this 22nd day of March, 2004.
-----------'~.....-----------
Bruce Thielen, Mayor
ATTEST:
Rick WolfsteJler, City Administrator
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CITY OF MONTICELLO
R(~SOLlJTION NO. 2004-16
RESOLlJTION AUTHORIZING THE ISSllANCE
OF A GAMBLING LICENSE
WHEREAS, the Monticello Lions Club have submitted an application to the City Council of
Monticello for the issuance of a charitable gambling license to conduct charitable gambling at
Hawks Sports Bar and Grill in Monticello, Minnesota, and
WHEREAS, the Council is not opposed to the gambling license being issued by the State
Gambling Control Board.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL that the application by the
Monticello Lions Club for a charitable gambling license is hereby approved and the State
Gambling Control Board is authorized to process the application.
Adopted by the City Council this 22nd day of March, 2004.
......---------~.....--------....-----------......---"
Bruce Thielen, Mayor
ATTEST:
Rick WolfstellcL City Administrator
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CITV OF MONTICELLO
RESOLUTION NO. 2004-17
RESOLIJTION AIJTHORIZING THg ISSUANCE
OF A GAMBLING LICENSE
WHEREAS, the Monticello Lions Club have submitted an application to the City Council of
Monticello for the issuance of a charitable gambling lIcense to conduct charitable gambling at
River City Lanes in Monticello, Minnesota, and
WHEREAS, the Council is not opposed to the gambling license being issued by the State
Gambling Control Board.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL that the application by the
Monticello Lions Club for a charitable gambling license is hereby approved and the State
Gambling Control Board is authorized to process the application.
Adopted by the City Council this 22nd day of March, 2004.
Bruce Thielen, Mayor
ATTEST:
Rick Wolfsteller, City Administrator
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Council Agenda - 3/22/04
SD.
Consideration of authorizin ex enditure for re resentatives of Fire De artment to
attend a vendors expo. (R W)
A. REFERENCE AND BACKGROUND:
Six individuals from the Fire Department are requesting authorization to attend an out of state
conference and vendors exposition to be held the week of April 25th-May 1 st. The confcrence
is located in Indianapolis, Indiana and their request is being made for the City to cover the
lodging expense for three nights estimated at $618 and the three day exhibit pass for each
fireman at $60 at a total estimated cost of $978. The request at this time is to not actually
register and attend the conference, but to have the City cover the lodging costs and exhibit
passes so they can see the equipment and technology that is being displayed at the convention.
Since volunteer firemen have not attended any out of state conferences or seminars in the past,
I asked Fire Chief, Scott Douglas, to prepare an outline of why the department felt it was
important to send individuals to this confcrence and what benefit it would be for the City to
pick up some ofthe cost associated with the conference. The Fire Department's is enclosed
for your review. While it doesn't appear that there is any interest by the firemen in actually
participating in any of the sessions other than attending the vendor exhibits, the firemen are
not asking for transportation costs or to be paid for the time in attendance. If the Council feels
the expenditure of a $1,000 seems appropriate, sutTLcient funds have been budgeted in the fire
department under conference and schooling that can be used for this purposes.
B.
ALTERNATIVE ACTIONS:
1. Authorize an expenditure of up to $1,000 for representatives of the Fire Department to
attend the vendors expo at the FDIC Conference in Indianapolis.
2. Do not authorize conference attendance.
C. STAFF RECOMMENDATION:
Although it doesn't appear that the firemen intend to actually participate in conference
seminars, the request for partial reimbursement of expenditures allowing six firemen to attend
the vendors exhibit may certainly be beneficial in allowing the firemen to see what new
technology and equipment is available for firefighting purposes. With $4,000 being budgeted
in 2004 for conference and schooling expenditures, sufficient funds should be available to still
provide other training that is needed without exceeding our budget allocation.
D. SUPPORTING DATA:
Request outlining purpose of attendance and copy of conference summary.
.
Rick asked for letter describing the benefits to the city for 6 firefighters to attend a conference in
Indianapolis. This conference is called the FDIC, fire department instructor's conference. It is held at the
Indiana Convention Center and the RCA dome from April 26 to May I. We are planning on leaving
Monticello on Thursday and returning Sunday. The drive time to Indianapolis is about 12 hours.
Knowledge and infonnation are the 2 main reasons we attend any schools or exhibits. This would be
the first time in the Monticello Fire Dept. history that anyone has gone out of state for learning. Besides
the asst. chief and myself there are 4 other members planning on attending. These members have 8 or less
years of service, but I believe men are the future leaders ofthe Monticello Fire Dept. Their involvement in
this dept. has been a major asset. It is to the cities advantage to have these men interacting with other
firefighters from across the United States. These contacts can and are helpful in training, firefighting and
problem solving.
These fire fighters are taking vacation time from their jobs and time from their families to attend this
conference. )fthe city could help us out by paying for our lodging and exhibit fees it would help defray
some ofthe expenses for these firefighters. Those attending this conference would pay all other expenses,
including meals and travel. To help with the cost we plan on using just 2 rooms for the 6 firefighters.
Experience and knowledge are the primary reasons we are going to the FDIC. Both the city and the
fire dept. will benefit from that. Is it going to dull, ) doubt it. When you have that many firefighters
together something is always going on. Thank you for your time and consideration.
2 rooms for 3 nights @ 103.00 per night"" 618.00
3 day exhibit pass @ 60.00 each"" 360.00
Total for 2 hotel rooms and passes"" 978.00
.
.
so
Contents
Conference at a Glance
Stm~,J\tlril25
6:00 pm- 7:00 pm. . . Registration
Ii Conference at a Glance. . . . .. . . .. . ... 1
iii Sponsors............................... 2
\I Hands-On Training Evolutions. . . .5
6:00 aIn - 5:00 pm _ . . Registration
6:30 an' . . . . . . . . . . . HOT Evolutions StaginglBus Loading
8:00 am- 5:00 pm . . . Hands-On Training Evolutions and Workshops
Special Event: VJurage and Valor Silent Auction
It Hands-On Training Workshops. . . .8
II What's New. . . . . .. . . . . . .. . . . . . . . . . . . . 12
II Advisory Board. . . . . . . . . . . . . . . . . . . . . . 17
6:00 am - 5:00 pm. . . Registration
6:30 am . . . . . . . . . . . HOT Evolutions StaginglBus Loading
8: 00 am-6:00 pm .' Hands-On Training Evolutions ,md Workshops
Special Event: Courage and Valor Silent Auction
II Organizing Teams... ............... .18
"W~es4aY;.t\pmr~,i," '",'
6:30 am- 5:00 pm . . . Registration
8,00 am-1O,OO am . . Opening Ceremony & Firellghter Tribute
8:00 am _ - 5:00 pm. . . US& R HOT Program
10:30 am - 4:45 pm . . Classroom Sessions
10:30 am _ 6:30 pm . _ flre EMS Leadership Conference
5:00 pm _ 6:45 pm . . Brennan and Bruno "Unplugged"
Special Events: c,urage and Valor Silent Auction: Hockey Tournament
1& IFE Call for Papers................ .20
. Map of Indianapolis . . . . . .. . .. . . . . . . 25
III Exhibitors............................ 28
,'fhpt'~c:lay,.t\ptil~sr'" '\"''\'"
7:00 am -7:30 pm . . . Registration
8:00 am -1 0:00 am . _ General Session
8:00 am _ 5:00 pm. . . US&R \101' Pr'Ogram
10:30 am .- 4:45 pm . . Classroom Sessions
10:30 am-6:30 pm . .lireEMS I..eadership vmference
2:30 pn,-7:30 pm. . . Exhibit l300ths in Maryland Street Lobby West and
East. Malyland St. Booths 5344.5399, Capital
Street r .obby. Wabash Ballroom and 500 Ballr'Oom
3:30 pm _ 7:30 pm. . . Outside Exhibit and Live Demo Areas
3:30 pm-7:30 pm... Main Hall, Dome 4000 -4536.5300 - 5340
Special Events: Courage "nd Valoy' Silent Audion: Hoekey Tournament;
Slop. Drop. American La France Rock & Roll
II What You Need to KnoW..........36
II Registration Forms................. 37
7:00 am-5,30 pm _ . . Registl'atioy,
8:00 "m -\ 0:00 am . . Genen!l Session
8:00 "m - 5:00 pm. . . US&R \ 101' Program
\ 0:30 am -12: \5 pm . Classroom Sessions
8:30 (un- 5:30 pm _ . . Exhibit Booths in Maryland Street Lobby West
East, Maryland St. Booths 5344-5399, Capital
Street Lobby, Wabash Ballroom and 500 Ballrq6
8:30 am _ 5:30 pm . . _ Outside Exhibit and Live Demo Areas
9:30 am _ 5:30 pm. . . Main llall, Dome 4000 - 4536. 5300 - 5340
Special Events: Courage and V"lor Silent Auction; Hockey Toumame,n,
Firelighters' Open House
~~,:.i:f,;~i:;~;O:;""""""""""d""""',](}[-" "1" ,',"""
~~-ri~,?~~../8-~!!-'f'-jt.:........../::-/,..
8:00 am-4:OO pm. . . Registration'
8:00 am-4:00 pm . . . Exhihit Booth_ in Maryla.nd Street Lobby West all
East, Marylan,l St. Booths 5344"5399. Capital .
Street Lobby. Wabash Ballroom "nd 500 Ballroom
8:00 am -12:00 pm . . Live Demo Areas (Outside Area)
9:00 am-4:00 pm. . . Main H"ll. Dome 4000 -4536,5300
Special Events: Courage and Valor Silent Auction; Hono!" Guard
.... Competition: Incident SaFety Officer Certification
{Registration
-
FDIC 2004--4
-
Name
Phone
E-mail
*Confirmations will be sent by email if address is provided
Best time to <'all
Fax
I lands-On Training Evolutions and Workshops will be """erved when payment is received. Register early! Class sizes are limited. Be sure to completely
fIll out the form on the opposite page if you are registering for H.O.T. Evolutions or Workshops- Please indicate your choices for Evolutions or
Workshops on the day(s) that you will be attending by marking your 1st, 2nd, 3rd, 4th, 5th choices. Check only one box for each dass. You can attend
one full-day Evolution or Workshop or two half-day Evolutions per day. There is no refund for' partial-day attendance. You will receive a certificate of
attendance, which will be mailed to you after' the conference. Full-Day Workshops begin at 0800 hours. Half-D,~y Evolutions begin at 0800 and 1300
hours. Students should muster for tlloJ'rling Evolutions at 6:30 A.M. each day. Lunch will be provided.
Conference Fees On ",' bdore After
(Please select only one (~f the fbllowing) 2/26/04 2/26/ll4
1.1 Hands.On Training Package ................. $590 . . . . $670
Includes TIl'o days of Hands-On Training (Evolution or Workshops). Full Conjere1l(:t,
and Exhibits
o Hands-On Training Workshop P"ckage ......... $510 . . . . $590
Includes One day of Hands-On 7i-aining Workshops, Full COI,ferenc". and Exhibits
o Monday, Apr'il 26 U Tuesd,~y. April 27
I.l Hands-On T r"irring (Two days. Evolurlons and/ -
or Workshops) Monday and Tuesday. April 26-27, 2004
_ _ $325 . . . . $375
o Hands.OnTraining Workshops(OnelulY. ~hrkshol'sollly) . $205 . . - - $240
o Full Conference (Includes Full COllferellce.
Class/lloms, Gelleral Sessiolls and Exhibits)
. . . . . $340 . . _ . $440
o One-Day Conference (Includes Exhibits). , _ . . . . . - . . . . $145 . . .. $170
o Wednesd"y, April 28 0 Thursday, April 2') 0 Friday, April 30
[J Exhibit Package . . . . . . . , . . . . . . . . . . . . - . . . . . . . . . . $55 . . . . $60
Includes a/llhree days: Thursday th/'OIIgh Saturday. April 29 - May I, 2004
LJ Spouse Exhibits Only. . . . . _ . . . . . . . . . . . . . . . . , . . . . $10 . . . . $16
N(lmeforRodge__ -- .--,.--'-' ~,~..,-
I-J One Day Exhibits Only. . _ . . . . . _ _ . . . . . . . . . . - . . . . . . - . . . . . $35
o Thursday. April 29 0 FT'iday, April 30 Il Saturday, May I
New for 2004
o t,reEMS Full Conference. . . . . . . . . . . . _ . . . . . - . . . . $360 . . . . $460
(Includes Wednesday -77lUrsday (4128--29)fireHMS Conference. hiday (4/30) FDIC
Class/lIoms and all Exhibit.,)
[J f'ireEMS 2-Day Conference Only. . . _ . . . . . - . . . . . . $325 . . - . $425
(Wednesday and Thursday. 4128-29)
o Special US&R RO.T. Program (no early hird). _ . . . . . $7')5
(Wednesday-Friday.. 4128-4/30. iacludes all exhibits 4129-5/1)
rl Special US&R Il.O.T. Program + 2-Day Regular H.O.T.
Evollltionsl\Vorkshops. . . . . . . . . . . _ . . . . . , . . . . . . - . . $995
(Monday-Friday. 4126-4/30. aad includes all exhiiJ/ts 4129-5/1)
Registration Fee $__
Total Due $.__
Paymellt
(must be received by 2/26/04 to receive early rate)
All reservations must he paid in full prior to the conference
[or admittance.
LJ Enclosed is a check payable to FDIC.
LJ Enclosed is a signed purchase order. 0 Credit Card Guarantee
D Charge my credit card: [J MasterCard [J Visa
[J Amer'ican Express 0 Discover [J Diners Club
Card Number _____..__.___Exp Date
Name on c.."I.nl _~._",,~,'~_.."-'~. .-"..-
Signatun~ _"'_,_,_~_"_'_...,.~-'-~-
Disabilities
o Please check here if you have a disability that may require
special accommodations during the conference. An FDIC
representative will contact you to discuss your needs.
Subscription to Fire Engineering
o Your registration fee includes a $15. 12-month
subscription to Fire Engineer'ing. Check here if you DO
NOT want the 12-month subscription.
r<<I
I
Cancellation Policy
C,mcellations received in writing prior to March 9, 2004 are ful\y
refundable. Cancellatiuns received in writing between March 10 and
April 10, 2004 arc 50% refundable. No Refunds after April 10, 2004.
Substitutions are allowed provided FDIC Management is notilled.
Please Note: Training cxpenscs may be tax deductible; please chcck
with yuur tax advisor.
For FDIC use u!'ly LTI__DTI
5[)
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Council Agenda - 3/22/04
.
SE.
Consideration of authorizin advertisement for bids for the urchase of 3000 allon
tanker truck for the Monticello .Joint Fire Deoartment. (R W)
A. REFERENCE AND BACKGROUND:
The City Council is requested to approve authorizing advertisement for bids for the purchase
of a new 3000 gallon water tank truck for the Joint Fire Department. The Fire Department
has prepared specifications for this new truck that the Joint Fire Board has recently approved
and authorized for bids. A copy of the specifications are included with the agenda item for
more detail.
At this time, the City and Monticello Township are still operating the fire department under
the Joint Fire Board arrangement and Monticello Township has recently given their approval
to authorize the Joint Fire Board to proceed with obtaining bids on this new truck. Financing
of the new vehicle would take place under the current formula of the joint agreement which
means that approximately 30% of the new truck would be paid for by Monticello Township
and the balance by the City. The City has been including $35,000 annually in our recent
budgets for the purpose of equipment replacement and the City would have available
approximately $110,000 for the purchase of new trucks. It is estimated that the vehicle will
cost around $125,000, which would leave the City's cost at around $87,500.
.
If authorized by the City Council, the Fire Department would proceed with advertisement for
bids, at which time the final cost would be brought back to the Council for fmal approval. If
the bids do not come in as expected, the option is still available for the Council to reject the
bids at this time.
B.
ALTERNATIVE ACTIONS:
1. Authorize the Monticello Joint Fire Board to proceed with advertisement for bids for a
new 3000 gallon tanker truck.
2. Do not authorize advertisement for bids at this time.
C. STAFF RECOMMENDATION:
It is the recommendation of the City Administrator along with the Monticello Joint Fire Board
that the City Council authorize advertisement for bids for the new tanker truck. Sufficient
funds are available for the cost of this new vehicle and would be financed in accordance with
the current terms and conditions of the joint fire agreement.
D.
SUPPORTING DATA:
.
Copy of bid specifications.
.
.
.
Standard =
Section 1:
Section 2:
Section 3:
Section 4:
Section 5:
Section 6:
Section 7:
Section 8:
Section 9:
Section 10:
Section 11:
Section 12:
Section 13:
Section 14:
Optional
Section 1:
Section 3:
Section 4:
Section 13:
Section 14:
Section 15:
Section 16:
Section 18:
The Monticello Fire Department
3000 GALLON
UPF POLYIIE TANKER
SPECIFICA TIONS
INDEX TO SPECIFICATIONS
Booster Tank
Booster Tank Piping, Fills and Gauges
Dump Valves and Chutes
Portable Tank Carrier
Apparatus Body and Components
Apparatus Body Compartments
Running Boards, Catwalks, and Rear Step
Grab Rails and Foot Steps
Electrical Equipment
Emergency Siren and Lighting Equipment
Painting, Lettering, Striping and Signs
Rustproofing and Mud Flaps
Pump and Plumbing
Hose Trays, Crosslays and Preconnects
Booster Tank
Dump Valves and Chutes
Portable Tank Carrier
Pump and Plumbing
Hose Trays, Crosslays and Preconnects
Hard Suction Carriers
Hose Reel
Chassis
STANDARD
Section 1:
Booster Tank
.
1.00
The booster tank shall be a 3000 gallon capacity, UPF POL Y- TANK lIE water tank. The UPF POL Y_
TANK IIE booster tank shall be "tee" shape design to allow maximum compartmentation. The tank
shall be constructed of W' thick PTZE polypropylene sheet stock. For appearance, the tank heads and
sides shall be constructed 01'%" thick PT2E polypropylene sheet stock. This material shall be a
Non-corrosive street relieved thermoplastic, UV stabilized for maximum protection.
The booster tank shall be of a specific configuration and is so designed to be completely independent
of the body and compartments. All joints and seams shall be nitrogen welded and tested for maximum
strength and integrity. The top of the booster tank is fitted with removal lifting eyes designed with a 3
to I safety factor to facilitate easy removability. The transverse swash partitions shall be manufacture
of 3/'8" PT2E polypropylene and extend approximately 4" off the floor to just under the cover. The
longitude swash partitions shall be constructed of 3/8" PT2E polypropylene and extend from the floor
of the tank through the cover to allow for positive welding and maximum integrity. All partitions shall
be equipped with vent and air hole to permit movement of air and water between compartments. The
partitions shall be designed to provide maximum water flow. All swash partitions interlock with one
another and are welded to each other as well as to the walls of the tank.
The Tank Shall Carry a Lifetime Warranty from Its Manufacture
1.01
The tank shall have a combination vent and manual fill tower. The fill tower shall be constructed of
Ii" PT2E polypropylene and shall be minimum dimension of 16" square X 10" high. The tower shall
be located to suit our fire department. The tower shall have a W' removable polypropylene screen and
a PT2E polypropylene hinged-type cover. Inside the fill tower shall be fastened a combination vent
overflow pipe. The vent overflow shall be a minimum of schedule 40 polypropylene pipe with a
minimal LD. of 6" that is designed to run through the tank with deflector shicld.
.
1.02
There shall be one (1) sump. The sump shall be constructed of Ii" PT2E polypropylene. There shall
be a minimum 3" n.p.t. threaded outlet on the bottom for a drain plug.
1.03
The UPF POL Y-TNK lIE shall rest on the body cross members in conjunction with sllch cross
members, spaced at a distance that would not allow for more than 530 square inches of unsupported
area under the tank floor. The tank shall be isolated from the cross members through the use of hard
rubber strips. Additionally, the tank shall be supported around the entire bottom outside perimeter and
captured both front and rear as well as side to side to prevent tank from shifting during vehicle
operation.
Section 2:
Booster Tank Piping, Fills and Gauges
2.00
Flanges, there shall be one (1) 2 Ii" NPT tank flange opening and plug located under the tank.
.
2
.
.
2.04
Direct fill, one (1) 4 inch direct fill with storz fitting, and gated with a 4 inch butterfly valve shall be
provided at the rear of the apparatus on the left side of the rear dump valve. The direct fill shall be
equipped with a 4 inch cap and chain. Rear right of dump valve with gated valve.
2.04.3
4 inch 30 degree elbow, direct fill shall be equipped with one 4 inch storz 30 degree elbow fitting.
2.10.1
One (1) MC Products Strip-Lite Series, model PST ANK, LED tank level gauge will monitor the water
tank level and be located per customer instructions. The tank sensing probe shall be made of stainless
steel in a chemical resistant PVC housing. The tank shall be equipped with see through water level
indicator at the rear of the tank.
Section 3:
Dump Valves and Chutes
3.00
Rear dump valve, one (1) Newton 10 inch square Kwick-Dump valve, model 1050 shall be provided at
the rear center of the tank. For improved water flow, the model 1050 Kwick-Dump valve shall be
attached directly to the tank and not by the use of a rear manifold system. The rear dump valve shall
be equipped with a 10" stainless steel flip chute and painted the exterior color of the apparatus.
Electric valve operational. Stainless bolt strips shall be used for mounting. No helicoils for mounting.
3.01
Side dump valve, one (1) Newton 10 inch square Kwick-Dump valve, model 1060 shall be provided at
the front drivers side of the apparatus. For improved water flow, the electric model 1060 K wick-
Dump valve shall be attached directly to the tank and not by the use of a rear manifold system. The
side dump valve shall be equipped with a manual Newton 36 inch telescoping chute, model 4036 and
painted the exterior color of the apparatus. Also option for right side dump valve on passenger side.
Section 4:
Portable Tank Carrier
4.01
Tip-down portable tank carrier, one (1) tip-down portable tank carrier for loading/unloading of a
folding water tank shall be located on the passenger side and above the catwalk. The tank carrier shall
be designed to fold down over the body side. When in the up position the tank carrier shall be secured
with heavy duty locking Destatco latches. The tank carrier shall be made of 1.25 inch 16 gauge
stainless steel square tubing. The tank carrier shall be large enough to hold at least a 4,000 gallon size
folding water tank. To help keep the wind from entering the folding water tank when in the traveling
position, there shall be a wind deflector shield made of .125 inch polished aluminum Tread-Brite
installed on front of the portable tank carrier. 4,000 gallon drop tank with two (2) dump sleeves on
tank.
.
3
Section 5:
Apparatus Body and Components
5.00
The entire apparatus body must be removable in its completed entity and accompany the water tank
when the water is removed. All compartment and lower body panels are to be attached to the
structural tank sub-frames and tank catwalks. The entire apparatus body shall be constructed of 12 and
14 gauge smooth carbon steel.
.
5.01
Fenders to be integral with the side of the body. Fender wells shall be constructed with full circular
inner lines for ease of cleaning and maintenance.
5.02
There shall be bright polished aluminum fenderettes installed on the wheel wells to prevent splash and
to give the body a pleasing appearance. The fenderettes shall extend beyond the body side
approximately 1 inch. The fasteners shall not be exposed to the exterior of the fenderettes.
5.03
The bottom edge of the entire apparatus shall have a 2 inch by 1 inch polished aluminum Tread-Brite
rub-rail installed to give the body a pleasing appearance.
5.04
Tow eye shall be provided and located above the rear step and attached directly to the chassis frame.
Section 6:
Apparatus Body Compartments
.
6.00
Compartment, one (1) sweep out style compartment shall be provided on the driver's side and ahead of
the rear wheels. The compartment shall have approximate inside dimensions of 54 inches wide by 34
inches tall by 27 inches deep. The compartment shall have a 48 inch Roll-o-matic anodized aluminum
roll up door, two (2) door activated compartment lights, two (2) stainless steel louvered vents, black
Turtle Tile plastic dry decking, and floor drains. The interior of the compartment shall be sprayed with
white Speed liner bed coating and spatter painted the exterior color of the apparatus.
6.01
Compartment, one (1) sweep out style compartment shall be provided on the passenger side and ahead
of the rear wheels. The compartment shall have approximate inside dimensions of 72 inches wide by
34 inches tall by 27 inches deep. The compartment shall have a 60 inch Roll-o-matic anodized
aluminum roll up door, two (2) door activated compartment lights, two (2) stainless steel louvered
vents, black Turtle Tile plastic dry decking, and f100r drains. The interior of the compartment shall be
sprayed with white Speedliner bed coating and spatter painted the exterior color of the apparatus.
Compartments shall be as large as possible.
.
4
.
.
.
Section 7:
Running Boards, Catwalks and Rear Step
7.01
The catwalks shall be located above left and right compartments. The catwalks shall be made of
polished aluminum Tread-Brite and bent at a 30 degree angle to provide a drip rail.
7.02
The rear step shall be 16 inches deep with a 12 inch tall "kick" plate. The rear step shall be made of
polished aluminum Tread-Brite.
Section 8:
Grab Rails and Foot Steps
8.00
Grab rails, there shall be two (2) 20 inch vertical grab rails provided at rear oftank, one each side. The
grab rails shall be made of 1.25 inch diameter extruded aluminum tubing with ribbed rubber inserts
and chrome plated stanchion brackets.
8.01
Foot steps, there shall be two (2) large chrome plated folding steps of a minimum of 35 square inches
and polished aluminum Tread-Brite kick-plates shall be provided at rear of body, one each side, for
access to the catwalk area.
Section 9:
Electrical Equipment
9.00
A master battery disconnect switch single "on/off' position switch shall be mounted in the cab. When
in the off position, all electrical power to the apparatus shall be disconnected. There shall be a green
pilot light visible to the driver which illuminates when the master switch is activated.
9.00.1
The body and chassis shall be wired as independent modules and connected as a completed unit at the
final assembly via electrical connectors located in the electrical compartment. Seals shall be provided
on each individual wire and the assembly as a whole. All wiring for the apparatus body shall be within
a temperature resistance harness. All wires in each harness shall be color coded. Wiring shall be run
along structural rails and tied in a neat and orderly manner.
9.00.2
The electrical junction box for all apparatus connections, relays, circuit breakers, etc., will be located
in the face of the forward passenger side compartment. It shall be of polished aluminum Tread-Brite
construction with an aluminum hinge. The apparatus circuits requiring load protection shall utilize
sealed relays and automatic reset circuit breakers.
9.01
Clearance L.E.D 1 ights with chrome plated guards, there shall be a total of seven (7), five (5) red
L.E.D. lights installed on the rear of the apparatus, and two (2) amber L.E.D. lights installed on the
front left: and right of the apparatus.
5
9.02
Reflectors, L.ED. per D.O.T. specifications.
.
9.03
Stop-turn-taillights, there shall be two (2) L.E D. Weldon 7"stop-turn-taillights installed at rear.
9.03.1
Two (2) L.ED. Weldon model 4694 Quad-Cluster combination red stop/tail, clear backup light, amber
arrow type turn signal, and read warning light assemblies shall be supplied and installed on the rear of
the apparatus. Individual lights shall measure 6 inches wide by 4 inches tall. Light assemblies shall be
provided in a polished cast aluminum housing measuring 8.69 inches wide by 198.84 inches tall. Each
light assembly shall be installed using a gasket between the casting and body.
9.04
Backup lights, there shall be two (2) L.ED. Weldon 7" backup lights.
9.05
Compartment lights, there shall be two (2) door activated compartment lights installed in each
compartment.
9.06
Compartment "door ajar" warning light, there shall be a red pilot light visible to the driver which
illuminates when a compartment door is open.
Section 10:
Emergency Siren and Lighting Equipment
.
] 0.00
Control Center, all accessory and emergency lighting shall be controlled at a master control center in
the cab. The control center shall contain lighted rocker switches and shall be heavy duty rated to
service the maximum imposed electrical load. The control center shall have back lighted identification
plates on a non-glare panel face that clearly identify each switch and its function. The control center
shall control all warning lights, scene lights, and include the "Master On" and "Open Door" indicator
lights.
10.01
Light bar, the upper level warning package shall be fully NFP A compliant and shall be certified by the
lighting component manufacturer to meet all requirements. The front and front side zones shall be
covered by one (]) light bar mounted on the cab roof. The outer sections of the light bar shall each
have a 50 watt halogen rotator with a 3-step cascade mirror. The center section of the light bar shall
have a 50 watt halogen rotator with a 3-step cascade mirror. The entire light bar shall have red lenses.
Activation of the light bar shall be via the control center located in the cap. Excliabur light bar w/52"
length or code 3 Hi-perm light bar w/3M Opticon in light bar with flashers for front and rear with
intersection lights. With 3M Opticon installed in center of I ight bar. Mount arrow stick in rear of tank.
10.02
Siren, one (1) Code 3 model 3692 V-Con siren control head shall be mounted in the chassis cab in a .
location convenient to the driver. The siren control head shall have electronic air horn, public address
6
.
mode, wired noise canceling microphone and contain electronic siren tones of wail, yelp, and Hi-Lot.
The siren control head shall be back-lit for easy night operation.
10.03
Speaker, one (1) Cast Products 100 watt chrome plated siren speaker shall be mounted either below the
front bumper, or through the bumper depending on the configuration of the chassis bumper.
10.04.1
Flashing lights, the lower level warning package shall be fully NFP A compliant. The front zone to be
covered by two (2) Weldon model 4612 flush mounted flashers with chrome bezels and red lenses.
These lights shall be 6 inches wide by 4 inches tall and be mounted on the chassis grille. The rear zone
to be covered by two (2) Weldon model 4611 flush mounted flashers with red lenses. These lights
shall be 6 inches wide by 4 inches tall and be mounted on the rear Weldon model 4694 Quad Cluster
combination red stop/tail, clear backup light, and amber arrow type turn signal assemblies. L.E.D.
warning lights on rear.
10.05
Rotators, the upper level warning package shall be fully NFP A compliant and shall be certified by the
lighting component manufacturer to meet all requirements. The rear and rear side zones shall be
covered by two (2) Code 3 model 550 50 watt halogen fast rotators with red lenses. The two (2)
rotators shall be positioned at the rear corners of the apparatus. Activation of the rotators shall be via
the control center located in the cab. One (1) blue on passenger rotor.
. 10.06
Intersection lights, the lower level warning package shall be fully NFP A compliant and shall be
certified by the lighting component manufacturer to me all requirements. Each of the side zones shall
be covered by two (2) Code 3 #41 BZ halogen flashers with red lenses. These lights shall have
approximate dimensions of 7 inches long by 3 inches tall. One of the lights shall be mounted at the
rear of the body, and one shall be mounted on the front corner of the chassis for use as an intersection
style light. L.E. D. lights.
10.07
Scene lights, there shall be six (6) Code 3 50 watt 12 degree internal optic scene lights mounted two at
the rear, two on the front drivers side, and two on the front passenger side. The lights shall be
controlled from individual switches on the control center located in the chassis cab.
10.08
Backup alarm shall be installed and energized automatically when the chassis is placed into reverse.
Section 11:
Painting, Lettering, Striping and Signs
11.00
All components will be back primed prior to assembly.
.
11.01
The entire tank, body, and components will be sandblasted, sanded, cleaned, etched and primed with
PPG NCP270 Direct to Metal primer filler.
7
] 1.02
The apparatus body will be handed sanded and to be painted two (2) colors with Centari or Imron or .
something equivalent to match the chassis paint color. A two (2) ounce container with applicator
brush of touch-up paint shall be supplied for each color of the finished apparatus body paint upon
completion ufthe apparatus. White cab painted high visibility yellow approximately 4" below
windows and paint top approximately Y4 of tank white.
11.03
Compartments, the interior of the compartments shall be sprayed with white Speedliner bed coating
and spatter painted the exterior color of the apparatus.
11.04
Striping and decals, lIz inch wide gold, reflective striping with a top and bottom .125 inch black border,
and graphic corner decals shall be installed where applicable on the chassis and apparatus to give it a
pleasing appearance. Clear protective vinyl shall be installed on all gold leaf vinyl striping and corner
decals.
11.05
Reflective vinyl lettering with a black back shadow shall be provided on the chassis doors per
customer instructions. Clear protective vinyl shall be installed on all gold leaf vinyl lettering.
11.06
Reflective striping shall match existing Monticello trucks; the body and chassis shall have a 4 inch
wide and two (2) I inch wide white reflective stripes on each side, front, and at the rcar of the .
apparatus per NFP A standards.
Section] 2:
Rust Proofing and Mud Flaps
12.00
Undercoating, shall be a emulsion type, latex base undercoating applied to all under surfaces of the
apparatus.
12.01
All fasteners used in securing components of or to the body shall be stainless steel.
12.02
Mud flaps, there shall be two (2) mud flaps installed on rear of apparatus behind the rear wheels.
12.03
Sealing and caulking, all edges of polished aluminum Tread-Brite components including rear step,
catwalks, and kick-plates shall be caulked with aluminum silicone caulk to seal and to give it a
pleasing appearance.
.
8
.
.
.
Section 13:
Pump and Plumbing
Option A - Pump
13.00
The pump shall be a Darley model 2BE18B/S, medium pressure, high volume multi-purpose engine
drive pump. Pump features include a high-strength aluminum alloy casing and discharge valve,
aluminum alloy engine adapter, bronze impeller and wear rings, stainless steel impeller shaft, injection
style packing, and direct drive.
Pump Ratings:
355 GPM @ 20 PSI
250 GPM @ 50 PSI
145 GPM @ 100 PSI
50 GPM @ 140 PSI
13.00.1
The engine shall be a four cycle air cooled 18 HP Honda model lie twin cylinder gasoline engine, with
integral fuel pump, 12 volt electrical start, and manual start. The fuel will be connected to a 6 gallon
marine style fuel tank located on drivers side running board when available, and shall be enclosed in an
aluminum Tread-Brite compartment with hinged cover for easy access. If a running board is not
available, the 6 gallon marine style fuel tank will be mounted in a tray and located in the pump
compartment.
13.00.2
A pump control panel shall be provided and attached to the pump unit. The pump control panel shall
include an ignition switch, starter button, stop button, engine throttle, and pressure gauge. The pump
primer shall be a combination vacuum type exhaust primer and a spark arresting muffler.
13.00.3
The pump shall be permanently mounted in the driver's side front compartment with Roll-o-matic
anodized aluminum roll up doors for pump operation and service. The engine compartment will have
an oil drain hole in the floor for ease of changing the pump engine oil.
Option B - Pump
TRANSFER PUMP AND PUMP MODULE
The pump shall be a DARLEY HM-500, PTO driven pump. NFP A rated at 500 gpm.
The pump shall have an electric primer with oil reservoir.
The pump shall have a variable relief valve with manual bypass.
The pump shall have injection style packing for ease of maintenance
The PTO shall be electric over air controlled.
Two 4 inch suctions (one each side non-gated with caps) - Increase suction to 4.5" thread.
9
Two 2 Yz inch discharges (one each side, gated with caps and chains)
.
One 1 Yz inch pump to tank refill line gated
One 4 inch tank to pump line (gated with electric valve)
Two 1 1;2 inch preconnected cross lay with gauges.
One 2 1;2 inch auxiliary suction (gated, driver side)
Tachometer on drive side pump panel
Vernier throttle
4 Pressure gauges (1 suction, 1 pressure, and 1 for each 2/12 discharges)
Panel lights shall be furnished and controlled from a switch on the pump panel.
A tank level gauge shall be mounted on the driver side pump panel.
A CHELSEA PTO shall be installed. The proper PTO for the type of transmission the cab and chassis
will be selected by DARLEY Engineering and installed to their specifications. A DARLEY supplied
PTO shaft and yokes will be used in this installation.
The pump module shall be separate from the cab and the tank. The sub frame shall be constructed
from 11 gauge 2 x 2 steel tubing and the panel faces shall be made from vinyl covered smooth
aluminum. The pump module shall be mid-ship and shall be a total of 28" in width for the SOO-gpm
pumps.
.
The pump shall carry the standard 3-year DARLEY warranty.
Pump house shall have bottom encloser with electric heater plumbed to the radiator of the cab.
13.00.4
Tank to pump line, there shall be a 2 1;2 inch tank to pump line provided from the water tank to the
pump. The line shall have a 2 1;2 inch Akron Full-Flow swingout valve with galvanized piping and
victaulic coupling. The flex connections installed between the pump and water tank shall give the
plumbing system flex, thus minimizing stress on the line. The valve shall be controlled by a "tee"
handle provided in the pump compartment.
13.00.5
Tank fiIllpump recirculating line, there shall be a I 1;2 inch tank fill/pump recirculating line provided
from the pump to the water tank. The line shall have a 1 1;2 inch Akron Full-Flow swingout valve with
1 1;2 inch high pressure flexible hose. The flex connections installed between the pump and water tank
shall give the plumbing system flex, thus minimizing stress on the line. The valve shall be controlled
by a "tee" handle provided in the pump compartment. .
10
.
13.00.6
Pump drain, there shall be one (1) pump drain provided to drain the suction side of the pump. The
pump drain shall be controlled from a control handle located directly below the pump compartment.
13.00.7
Suction(s), there shall e one (1) 2 Y2 inch NST female chrome plated swivel suction pipe provided at
the pump for drafting or direct fill. The suction shall be equipped with a 2 Y2 inch chrome plated
swivel adapter with screen, and a 2 Y2 inch chrome plated plug and chain.
13.00.8
Discharge (s), there shall be one (1) 2 Y2 inch NST male discharge pipe provided at the pump. The
discharge shall be equipped with a 2 Y2 inch chrome plated cap and chain.
13.12.8
The relief valve shall be a pressure type with remote panel control that provides an ON/OFF selector
valve, large hand wheel pressure setting control, flush valve and strainer, and a pilot light to indicate
when the valve is either open or closed.
13.12.9
Master pump drain, a manifold type drain valve shall be provided with all pump drains connected to it
and operate from the pump operators panel so the entire pump system may be drained by one single
control.
. 13.12.10
Master intakes, there shall be two (2) 4 inch NST male intakes located, one (1) on right and one (1) on
left side of pump panel to provide easy connection for drafting or to a fire hydrant. The intakes shall
have a removable strainer provided and 4 inch chrome plated long handle caps.
13.12.11
Discharges, there shall be two (2) 2.5 inch NST male chrome plated discharges located, one (1) on
right and one (1) on left side of pump panel. The discharges shall have a 2 Y2 inch Akron Full-Flow
swingout valve and be equipped with a 2 Y2 inch chrome plated cap and chain. The valves shall be
controlled by "tee" handle control provided on the pump panel.
13.12.12
Tank to pump line, there shall be a 2 Y2 inch tank to pump line provided from the water tank to the
pump. The line shall have a 2 Y2 inch Akron Full-Flow swingout valve with galvanized piping and
victaulic coupling. The flex connections installed between the pump and water tank shall give the
plumbing system flex, thus minimizing stress on the line. The valve shall be controlled by a "tee"
handle control provided on the pump panel.
.
13.12.13
Tank fiIl/pump recirculating line, there shall be a 1 )/2 inch tank fill/pump recirculating line provided
from the pump to the water tank. The line shall have a 1 Y2 inch Akron Full-Flow swingout valve with
1 Y2 ineh high pressure flexible hose. The flex connections installed between the pump and water tank
shall give the plumbing system flex, thus minimizing stress on the line. The valve shall be controlled
by a "tee" handle control provided on the pump panel.
11
Section 14:
Hose Trays, Crosslays and Preconnects
.
14.00.1
Hose tray preconnected, shall be 1 Yz" NST male and gated with an Akron 1.5" valve. Valve to have a
"tee" handle control in the pump compartment. The hose tray shall be 12" wide x 8" high x 120" long
and made of polished aluminum Tread-Brite. The hose tray shall have rubber tiles, and to be located
above driver's side catwalk.
14.02
Hose crosslays, shall be made of aluminum and installed above pump compartment. Crosslay shall
have one (1) adjustable aluminum dividers, and rubber tiles. Shall be in place of drivers side 1 Yz inch
preconnected hose tray, Section 14.00.1
Section 16:
Hose Reel
16,01
There shaIl be one (1) Hannay electric rewind hose reel with 100' I" booster hose and hose roller
installed in passenger side compartment. Hose reel shall be gated with an Akron 1" valve, Valve to
have a "tee" handle control in the pump compartment.
Section 18:
Chassis
18.00
Kenworth Chassis, see attached specifications,
.
Auto-eject type air chuck to brakes and battery reminder.
Valve extensions on back are duals,
Exception may be taken and noted,
.
12
.
.
.
Council Agenda - 3/22/04
SF.
Consideration of adopting resolution in support of DNR grant for doek installation at
West Bridee }>ark.
A. REFERENCE AND BACKGROUND:
The City of Monticello Parks Department has applied for and received a grant from the DNR
for construction of a fishing pier at West Bridge Park. As part of the grant process, the City
Council is asked to adopt a resolution accepting the grant and authorizing the City to enter
into the grant agreement with the DNR for the fishing pier installation. The draft grant
agreement has been approved by the Parks Commission and the Parks Superintendent and
City Council approval of a resolution authorizing entering into the grant agreement is another
step in the grant process.
B. AL TERNA TIVE ACTIONS:
c.
D.
1. Approve a resolution authorizing the City of Monticello to enter into an agreement
with the DNR for the installation of a fishing pier at West Bridge Park.
STAFF RECOMMENDATION:
It is the recommendation of the Public Works Director and Parks Superintendent that the City
Council adopt a resolution authorizing the City of Monticello to enter into an agreement with
the DNR for the installation of a fishing pier at West Bridge Park.
SUPPORTING DATA:
Resolution
.
.
.
CITY OF MONTICELLO
RESOLUTION NO. 2004-18
RESOLUTION AUTHORIZING ENTERING INTO
GRANT AGREEMENT WITH DNR FOR INSTALLATION
OF FISHING PIER AT WEST BRIDGE PARK
WHEREAS, The City of Monticello has applied to the Minnesota Department of Natural Resources
for grant assistance for installation of a fishing pier at West Bridge Park, and
WHEREAS, The City of Monticello has been notified by the Minnesota Department of Natural
Resources that they have received a grant award for the above project,
NOW THEREFORE, BE [THEREBY RESOL VED BY THE CITY COUNCIL OF THE CITY
OF MONTICELLO: That the City Council authorizes entering into an agreement with the
Department of Natural Resources for the installation of a fishing pier at West Bridge Park.
Adopted by the Monticello City Council this 22ml day of March, 2004.
.~__~_~,-,~'....-----r---'_._'-"._"'-
Bruce Thielen, Mayor
ATTEST:
_.....------'"-~~-~.
Rick Wolfsteller, City Administrator
~T-
.
.
.
Council Agenda - 3/22/04
7.
Public Hcarine: on vacation of drainal(::c and utility easements for Lots 5 & 6 and Lots 7 &
8. Block 3 of the Meadows 2nd Addition. (.10)
A. REFERENCE AND BACKGROUND:
As part of the townhome development proposed by Mike Schneider, Lots 5 and 6 and
Lots 7 and 8, Block 3 of the Meadows 2nd Addition have been combined to form two
building lots. Mike Schneider has requested that thc city vacate the interior lot line
easements as shown on the attached drawing.
The City has provided mailed and published notice of the hearing on the proposed
easement vacation. After the public hearing has been concluded the Council would
need to make a determination on whether it is appropriate to vacate the drainage and
utility easements along the interior lots that were acquired when the property was
originally platted.
B. ALTERNATIVE ACTIONS:
1. Approve a resolution vacating the interior lot line casements for Lots 5, 6, 7 and
g, Block 3, the Meadows 2nd Addition.
2.
Do not approve the vacation of the drainage casements.
C. STAFF RECOMMENDATION:
City staff has reviewed thc request for the easement vacation and has determined that
the casements as described in the proposed vacation are not needed by the City and that
vacation of the easements will allow the developer to more fully utilize the interior lot
area without having to work around the eascments. City staffrecommcnds approving
the easement vacation.
D. SUPPORTING DATA:
Map
Resolution
.
.
.
CITY OF MONTICELLO
WRIGHT COUNTY, MINNESOTA
RESOLUTION NO. 2004-018
RESOLlJTION VACATING DRAINAGE AND UTILITY EASEMENT
LOTS 5,6, 7 AND 8, BLOCK 3, THE MEADOWS 2ND ADDITION
WHEREAS, a public hearing on the vacation of a drainage and utility easement was held on
March 22, 2004 at 7 p.m. at the Monticello City Hall, and
NOW THEREFORE, BE IT HEREB Y RESOL VED BY THE CITY COUNCIL OF MONTICELLO,
MINNESOTA; that the drainage and utility easements legally described below are hereby vacated:
The westerly 6.00 feet of Lot 5, Block 3, The Meadows Second Addition according to said plat on
file and of record in the onIce of the County Recorder, Wright County, Minnesota which lies
south of the north 6.00 feet thereof; and the easterly 6.00 feet of
Lot 6, Block 3, The Meadows Second Addition according to said plat on file and of record in the
otTice of the County Recorder, Wright County, Minnesota which lies south of the north 6.00 feet
thereof; and
The westerly 6.00 feet of Lot 7, Block 3,The Meadows Second Addition according to said plat on
We and of record in the of11ce of the County Recorder, Wright County, Minnesota which lies
south of the north 6.00 feet thereof and the easterly 6.00 feet of Lot 8, Block 3,
The Meadows Second Addition according to said plat on file and of record in the office of the
County Recorder, Wright County, Minnesota which lies south of the 110rth 6.00 feet thereof.
Adopted by the City Council of Monticello, Minnesota this 22nd day of March, 2004.
~.,-,~._~.-"~-----------'--_."._..,._-
ATTEST:
Bruce Thielen, Mayor
~,-~.~,,-_........-------.,...---------'~_.,._~
Rick Wolfsteller, City Administrator
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Council Agenda - 03/22/04
.
8.
Public Hearine: on the 2004 Street Reconstruction Prol!ram. Area 2
City of Monticello Proiect No. 2004-06C (WSB)
A. REFERENCE ANn BACKGROUND:
The City Council has accepted the Feasibility Report for the above-referenced project and
will be conducting the public hearing for the project. The public hearing is necessary to
allow for assessment of the project to benefited property owners. This project addresses
Area 2 of the Overall Street Reconstruction Program and consists of the following areas:
. Fairway Drive (Area 2A): The Fairway Drive Area consists of Fairway Drive,
Bunker Circle, Center Circle, Sandtrap Circle, Eagle Circle, Campus Circle, and
Clubview Drive. This area is intended to be reclaimed and reconstructed with new
bituminous pavement and curb and gutter repair.
.
. Mcadow Oaks (Area 2B): The Meadow Oaks Area consists of Meadow Oak
Avenue, Meadow Oak Lane, White Oak Circle, Acorn Circle, Red Oak Lane,
Mcadow Lane, Oakview Lane, Meadow Oak Drive, and Red Oak Circle. The
proposed reconstruction in this area will consist of the reclamation of the bituminous
surf~lce with a subgrade excavation of 2 feet and replacement of the street section and
bituminous. A sand subgrade with drain tile and curb repair will be necessary. This
area also includes a 12-inch watermain extension along Red Oak Lane and Mcadow
Oak Drive to provide looping for the Gillard Avenue area.
. Sandberg Road (Area 2C): This project includes a mill and 2-inch overlay for a
portion of Sandberg Road from TH 25 to the north.
. School Boulevard (Area 2D): This project includes a microsurfacing between Fallon
A venue and Edmondson A venue to address pavement rutting. Seal coating between
TH 25 and Edmondson A venue is proposed to be delayed to a future date.
.
On March 16, 2004 a public information meeting was held at the Monticello Community
Center with approximately 25 people in attendance. A project presentation was completed
and questions were answered. The majority of the questions were related to assessment
costs and how and when the costs would be spread to the property owners. Those questions
were answered using the new assessment amount of $2,555/lot spread over 10 years at 6.5%
interest. The first payment would be with their 2005 taxes. Other issues that arose involved
drainage issues between the existing Meadow Oak addition and Parkside at Meadow Oak
with regard to the existing ditch section adjacent to the existing trail, and between Meadow
Oaks and Oak Ridge Development. It is recommended that both of these areas be evaluated
for resolving those drainage concerns as part of the design of these street improvements.
There was another suggestion made to provide a drain tile along the length of the Meadow
Oak project to allow for sump pump discharge collection. This issue could also be evaluated
for a potential cost as part of the final engineering plan design.
The City Council will hold the public hearing and at the conclusion of the public hearing the
.
.
.
B.
Council Agenda - 03/22/04
Council will make a determination whether or not to proceed with the project. If the Council
proceeds to order the plans and specifications, the plan approval would be scheduled for
April 26, 2004, receiving bids May 21, 2004 and awarding a Contract May 24, 2004 with the
construction starting after June 7, 2004.
ALTERNATIVE ACTIONS:
1 . Order the improvements for the 2004 Street Reconstruction Program Area 2 as
outlined in the Feasibility Report and recommended by the City Engineer
2. Order the improvements for the 2004 Street Reconstruction Program Area 2 with
scope change from the FeasihilityReport as determined by the Council.
C. STAFF RECOMMENDATION:
It is the recommendation of the City Administrator, Public Works Director and City
Engineer that the Council order the 2004 Street Reconstruction Program Area 2 as outlined
in the Feasibility Report with the addition of addressing the drainage issues in the Meadow
Oak area. This is the second phase of the City Street Reconstruction Program and these
areas are in need of completion at this time.
Il.
SUPPORTING DATA:
None (Feasibility Report previously provided)
.
9. Consideration of adoptine: a resolution establishine: a nee:ative declaration of impact
relating to the proposed demolition of the Old Community Methodist Church buildine: bv
Sunny Fresh Foods. (JO)
.
City Council is asked to adopt a resolution establishing a negative declaration of impact
relating to the proposed demolition of the Old Community Methodist Church building. The
resolution notes that an environmental impact study is not needed which enables Sunny Fresh
to move forward on plans f()r moving or for demolition of the building. This is the final step in
the environmental assessment process that included completion of a detailed report on the
church and a public comment period. The most significant comment came from the State
Historical Society who urged that Sunny Fresh complete a re-use study to determine if the
building could be used for some other purpose. As you know, the study was completed on the
viability of the building and associated moving/rehabilitation costs when it was learned that the
Arts Council might be interested in the building. The good news from the study was that the
building is sound and structurally worthy for rehab but will require some extensive and
somewhat expensive reconditioning for re-use. The bad news was that the Arts Council, after
taking a look at the structure found that it will not serve their needs so they graciously declined
to pursuc it further. Subsequent to the Arts Council decision, and associated publicity,
organizers of the "Swan River" Montessori Charter School became interested in utilizing the
structure in conjunction with development of an education center. This is a very exciting
prospect that is currently being explored jointly by the Montessori School organizers, Sunny
Fresh and city stafr. The cross benefit to the school and community center would be
wonderful as the community center would provide a recreational resource (for a fee) to students
during off-peak hours at the community center.
More information regarding this prospect will be provided at a future meeting of the City
Council. However, the following is a quick preview. According to Swan River School
organizers, the school with 90 students will have sufficient funds to pay debt service at a very
aggressive schedule if the school obtains charter school status. However, decisions from the
State regarding the viability and associated school funding will not be known until August
2004. In the meantime, Sunny Fresh needs the building moved. Sunny Fresh has offered to
build the foundation, close up one wall and move the building to the new foundation. This
would occur in May 2004. Swan River has employed an architect to analyze thc building
further and develop a plan for adding classroom space at the community center site location.
In the next few weeks additional information will be collected and a plan for construction,
financing <md maintenance of the site will be prepared for review by the City Council.
In summary, Council is asked to pass the resolution that provides the opportunity to Sunny
fresh to move forward with demolition or for moving the building. In the meantime Swan
River, Sunny Fresh and city staff will be working together to come up with a plan for relocating
the building and for establishing some classroom space on the present community center site.
If this effort fails, Sunny Fresh is free to submit application for demolition.
.
Please see the attached letter from Sunny Fresh/or more information regarding the matter. I
have also attached a time line from Swan River organizers relating to establishment of the
school charter.
finally, representative from the Swan River School will be available at an upcoming meeting to
discuss the plan in detail once it has taken a more definite shape. Swan River has requested
.
that thc item be tabled until thc details of the overall plan havc been worked out. See the
attached lettcr from Isabclle Olson for more dctail.
B. AL TERNATIVE ACTIONS:
1. Motion to adopt a resolution establishing a negative declaration of impact relating to
thc proposed demolition of the Old Community Methodist Church building. Motion
contingent on completion of historical photographic documentation of the structure
and cfforts to salvage significant itcms such as the steeple.
This is the alternativc requestcd by Sunny Fresh as identified in the lettcr of March
17,2204
2. Motion to table consideration until completion of the building rclocation and
rehabilitation plan by Swan Rivcr Montessori Schoo\.
This is the alternative requested by Isabellc Olson. Council should select this option
if it prefers to take no chances regarding demolition until all options for re-use arc
exhausted.
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3. Motion to deny adoption of a resolution establishing a ncgative dcclaration of impact
relating to the proposed demolition of the Old Community Methodist Church
building
c.
STAFF RECOMMENDATION:
Staffrccommendation is to adopt thc negative dcclaration of impact and to authorize
staff to continue to work with Swan River Montessori school in attempting to relocate
the Methodist Church building. Adopting this option give Sunny Fresh thc confidence
that the site will be available for use in May and is consistent with previous
commitments made to Sunny Fresh. At the same time, given the commitment to
relocate the building as noted in the letter of March 17 from Sunny Fresh, staff is
confident that Sunny Fresh will continuc to work with Swan River and any other
prospective recipient of the building through the date that the company needs the site.
D. SUPPORTING DATA:
Copy of resolution
Letter from Isabelle Olson
Time line from Swan River School organizers
Information on Montessori School Philosophy
Letter from Sunny Fresh of March 17,2004
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CITY OF MONTICELLO
WRIGHT COUNTY, MINNESOTA
RESOLlJTION NO. 2004-19
RESOLIJTION ISSUING A NEGATIVE DECLARATION OF NEED
WHEREAS, the preparation of the United Methodist Church Demolition EA Wand comments
received on the EA W have generated information adequate to determine whether the proposed
project has the potential for significant environmental impacts; and
WHEREAS, the EA W has identified areas where the potential for significant environmental
effects exist, but appropriate measures have or will be incorporated into the project plan and/or
permits to reasonably mitigate these impacts; and
WHEREAS, the United Methodist Church Demolition project is expected to comply with all the
City of Monticello and review agency standards; and
WHEREAS, based on the criteria established in Minnesota R.441 0.1700, the project docs not
have the potential for significant environmental etTects; and
WHEREAS, based on the Findings of Faet and Conclusions, the project docs not have the
potential for signitlcant environmental impacts,
NOW THEREFORE, BE IT HEREBY RESOL VED that the City of Monticello has
determined that in Environmental Impact Statement is not required.
Adopted by the Monticello City Council this 23rd of March, 2004.
A TrEST:
Bruce Thielen, Mayor
Rick Wolfsteller, City Administrator
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TIMELINE FOR MONTESSORI CHARTER SCHOOL
April 2004: Planning grant decisions announced (through Minnesota Association of
Charter Schools)
Aug. 1,2004: Charter Application to MN Dept. of Education
October 2004: Decision of MN Dept. of Education whether Charter is granted.
Between October and December 2004: Application for State grant monies due.
Between January and February 2005: State grant monies paid to school (for Year 1).
Between March and May 2005: Director gets hired.
June 1,2005: Occupancy of school begins. Lease/contract for deed paymcnts begin.
Director sets up school operations.
.July 2005: Teachers begin employment and set up their classrooms.
September 2005: School opcns to students.
C\
Swan River Montessori Charter School
./1 COl7ll7ll/11ily . 5't!Joo/jhr M ol1li,.cI/o
March 1 7, 2004
Mr. Jeff O'Neil
Deputy i\clrninistrator/
Community Development Director
Monticello City J lall
505 \X/alnut St. Suite #1
Monticello, MN 55362
Re. "The l.ittle WhIle church"
Dear Mr. O'Neil,
\X/e arc in receipt of the lettcr by ;\aron Martin addrcssed to you regarding the mO\'e and/or
demolition of the church building.
\,/e would respectfully request tbat all votes regarding the possible demolition or mcwe of the churcb
are held off until we have architectural drawings which would bclp both our proposcd scbool and
the city to come to a fin;ll decision regarding the cburch building.
As wc have informed Mr. J\fartin, we will meet with an architccttomoJ:rO\v on Thursday, J\hrch 18,
20(H at 4 p.111. and hope to have preliminary drawings in hand no Iatn than 7 ~ 10 days follow1l1g the
meeting.
Given the church's historical signitlcancc to Monticello, we believc it would b<: a great cktriment to
loose this building for future generations. \X/c do appreCIate Sunn)' r;'resh's desire to proceed and
their \villingness to share in some of the costs rclat<:d to this project.
\X'c would like 10 assure both Sunny I"resh and the City of Monticello that \v<: are work.ing diligently
to gather enough information to help all involved parties to come to an cducated dccislOn.
,\s yOU may recall, T will be OLlt of town until March 25, 2004, but you may reach J\Iichdlc Twardy at
(hi.)) 295-2230 should you havc any questions prior to that date.
Thank you for your help'
Respectfully,
kaidt& 0&(/1(
Cc. I\1s.f\1ichclk Tw;mly; Dr. l<1'is Kuper; 1\;lron J\Jartin, Sunny Fresh
('0/ ')i(,/ ,\I'.I'N,\ \VI.NI,I', NOICIII I..'\~'I . "ONTI<.I.II,O I\III"NI,~;(IT,\ . o>H,'
II 11 ( I N I:, I (1.1 X I H II 1 ().~ . 1,':\ X: / (i.) M, H :2 1) (I ,1
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Swan River Montessori Charter School
A Community School for Monticello
Mission
Mission Statement (Preliminary):
"Swan River Montessori Charter School is a Community Montessori school. It is a center for
nurturing, self-directed education where exploration, manipulation, interaction between
students, and analysis and problem solving are encouraged. This learning environment
fosters and meets the child's inherent need of self-discovery, creativity, independence,
competence, respect, and responsibility to self and others. "
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Swan River Montessori Charter School
A Community School for Monticello
SteerimyPlanninl! Committee Members:
Isabelle S. Olson
Ms. Olson has a J.D. from Hamline University, has completed Ph.D. work at the
University of Minnesota, Institute of Child Development, and was awarded a B.A. (cum
laude) from St. Olaf College, Northfied, MN (Education, Psychology, Social Studies).
Most recently she worked as a Guardian ad Litem (court appointed special advocate) for
high conflict dissolution cases. She is trained as a custody evaluator and has worked
extensively with children from all social economic backgrounds.
She has broad experience in grant writing gained as a Proposal specialist for a joint US-
AID project through Harvard University, Boston, MA, and Duke University, Durham,
NC. She has worked as recruiting coordinator for Duke University School of Law,
Durham, NC, and as a Director/Program Facilitator for Concordia Language Villages in
Bemidji, MN, supervising and training staff of 75+.
Ms. Olson is the chair of the charter school planning committee responsible for
overseeing communications between the Minnesota Department of Education, Monticello
school board, and sponsoring entities.
Dr. Kristine Kuper
Dr. Kuper is board certified pediatrician and a full partner in a physician-owned multi-
specialty group. She has been a member of Monticello professional community for almost
eight years. She serves on the Wright County Child Health Committee and as a
preceptor for physicians in training. She has been a member ofthe Monticello Rotary
Club where she has given presentations to the community. Dr. Kuper completed her
Pediatrics residency at the University of Minnesota, received her Doctor of Medicine
degree from the University oflowa, and her B.A. (Summa cum laude) from Wartburg
College, Waverly, Iowa.
Dr. Kuper is assisted in her efforts to bring a charter school to Monticello by her husband,
Paul Grunzweig, a practicing patent attorney.
Dr. Kuper's responsibilities to the Charter School include community awareness and
public presentations, including marketing and advertising.
Michelle Twardy
Michelle Twardy is an experienced business woman who operates and owns a successful
collection agency in Monticello. She received her education from the University of
Minnesota and is a licensed real estate agent. Ms. Twardy is proficient in American Sign
Language and volunteers extensively in the community, including teaching sign language
at Heritage Montessori School.
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Michelle is a business partner with her husband, John Twardy, who has extensive
experience and success in market analysis and application, increasing sales in his latest
business venture from 1 million to 15 million in seven years through market research and
promotion.
Ms. and Mr. Twardy are currently evaluating business plans for the school, including
researching suitable outside contractors.
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A caiYllI Foods Company
March 1 7, 2004
Mr. Jeff O'Neil
Assistant Administrator
Monticello City Hall
505 Walnut St. Suite #1
Monticello, MN. 55362
Dear Mr. O'Neil,
.
Sunny Fresh Foods attended a meeting on March 16, 2004 with the City of Monticello
and the Swan River Montessori Charter School Committee Members. At the meeting,
numerous items were discussed regarding the possible relocation or demolition of the
Church building. The meeting was scheduled for the Swan River Montessori Charter
School to present their interest and plans towards the purchase and relocation of the
Church building as well as the City of Monticello's land donation. The Charter School
would like for the Church building to be moved onto the City of Monticello's land and
placed on a foundation. The City would then take over ownership of the building and
set-up a contract for deed with the Charter School, with the expectation that the Charter
School would use their funds (when received in January 2005) to restore the church
building to operating form and add their classroom building addition.
Sunny Fresh Foods is willing to contribute to moving the church building, placing on a
foundation slab, and closing up the wall openings that occurred because of the move.
Once the church building is moved onto the City of Monticello's site location, the City of
Monticello or the Swan River Montessori Charter School would take over ownership.
Any modifications to the building after moving and setting onto a foundation slab, such
as; restoration, painting, utility connections, HV AC, carpeting, fire protection, future
demolition, etc. would be the sole responsibility of the Swan River Montessori Charter
School and/or the City of Monticello.
.
Sunny Fresh Foods is willing to contribute to the relocation effort for the future use of the
building by the Swan River Montessori Charter School. Along with the continuing
efforts towards relocation, Sunny Fresh Foods would like to request for the Monticello
City Council to declare a negative declaration for an EIS and approve the EA W at the
next City Council meeting on March 22, 2004. With the EA W approval, SFF would also
like to request that the City of Monticello agree to a date for SFF to either move the
church building onto the City of Monticello's donated land behind the Community Center
or allow for SFF to demolish the building. It is critical to Sunny Fresh Foods that a
decision to complete the move or begin demolition of the Church building begin in May
2004.
206 W. Fowth Street . Monticello, Minnesota . 55362-8524
Phone; 763/271-5600.1-800/247-5797. Fax: 763-271-5711 . www.usaeggs.com C\
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Thank you,
/~~'
Aaron Martin
Sunny Fresh Foods
Cc: Rick Wolfsteller, City of Monticello
Fred Patch, City of Monticello
Bruce Thielen, City of Monticello Mayor
Don Roberts, Sunny Fresh Foods
Dennis Darnell, Sunny Fresh Foods
Isabelle Olson, Swan River Montessori Charter School Committee Member
Michelle Twardy, Swan River Montessori Charter School Committee Member
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10.
Consideration of approvine Monticello Community Ice Arena Aereement.
No information has been received from the City Attorney on this item yet.
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Council Agenda - 3/22/04
11.
Consideration of adoptin!! a resolution supportin!! MNDOT's efforts to establish a river
crossin!! alon!! the Hi!!hwav 10/194 Corridor.
A. REFERENCE AND BACKGROUND:
As you know the State of Minnesota has been studying various ri ver crossing locations for a number of
years. As part of the process of determining the best location a public comment period is provided
for individual and community input. The comment period ends on March 23,2003. Council is asked
to review the options and consider whether or not to take a position on which option it bclieves is the
best.
On Wednesday, March 1 i'\ 2003, Jim Moegen representing a coalition of property owners from the
Becker area lobbied for support for Option D which is the bridge location closest to Monticello. The
other Options include A (nearest St Cloud), B (Through Clearwater), C (South of Clearwater). Option
o is supported by the Becker coalition because it results in a direct connection to Highway lOa few
miles west of Becker.
On the same day staff met with MNDOT representative Terry Humbert for more information on the
various options.
From Staffs perspective after reviewing detailed information relating to the various bridge locations,
although there may be some merit in supporting Option 0 over the others, it may not be sufficient to
warrant taking a position and the City may be better served by generally supporting MNDOT's efforts
to find a crossing that serves the state-wide interest.
Attached is detailed information regarding the various options. Following is a quick summary of
significant points.
Option A (St Cloud): Has the most significant impact on the environment from a cultural and natural
standpoint. It would impact a property eligible for the national register and would be located in the
Scenic River classification area. The DNR is likely to object to the St Cloud Option.
Option B (Clearwater): This option is not feasible because it would follow the existing highway
corridor through the Clearwater commercial area. It would completely disrupt crossing movements
and severely impact the town so it is not likely to be selected.
Option C (Clear Water South): This option provides the most direct route of the four options resulting
in the most efficient travel path. This option is less expensive than Option D because the segment of
Highway 10 that will need to be reconstructed is shorter. The environmental impact of C and Dare
about the same. From a state transportation system standpoint this option appears to be the best.
Option D (Enfield/Becker): The 1-94 exit to the bridge would be located near the Barton Sand and
Gravel area just west of the Excel property. This is about 2.5 miles from the City's proposed Orchard
Road interchange. ft does not appear that the proximity of the crossing would interfere with City plans
for development of the Orchard Road interchange. This option is more expensive that Option C and
the route is less direct thus adding time to the traveler's route relative to C.
Option D will result in some reduction in Highway 25 bridge traffic but it is relatively insignificant.
The Highway 25 bridge is projected to carry 40,700 vehicles per day under Option D versus 44,600
.
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Council Agenda - 3/22104
under Option C. Interestingly, MNDOT projects the need for another local bridge in the
Monticello/Big Lake/Becker community ifthere becomes a desire to reduce traffic on the Highway 25
bridge. Currently the ADT on the bridge is near 30,000. In 2040 it is projected at 40,000 with the
corridor operating at a D service level.
It is difficult to compare the economic impact on Monticello's commercial sector under Option C
versus Option D. One could argue that having the bridge crossing closer to Monticello (D) might open
up more residential development in the Becker area and support a larger market for Monticello from
areas north and west of Becker. On the other hand, Option D and the associated interchange at 1-94
could pull commercial traHic away from stopping in Monticello.
B. ALTERNATIVE ACTIONS:
1. Motion supporting a resolution that thanks the State of Minnesota in being proactive in
determining a location for a River Crossing and take no formal position.
2. Motion supporting an option chosen by the City Council.
C. STAFF RECOMMENDATION:
Based on the information provided by MN DOT officials it appears that options C and D are the most
likely candidates for selection. In our view, there does not appear to be an overriding reason to select
one over the other. Option C is the least expensive and provides motorists with the shortest trip.
Although Option D will reduced Highway 25 bridge traffic, the reduction is slight relative to the total
trips per day. We do not have sufficient information to form an opinion on the economic development
benefit of Option C versus Option D. Therefore staff recommends that the resolution be confined to a
general statement of support for MNDOT's efforts to designate an alignment and that the City of
Monticello supports the MNDOT goal of selecting an alignment that meets the broad interests of the
state.
D. SUPPORTING DATA:
Transportation Alternative Information.
Letters from Lobbyists
"---:,-=--
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:Se/-e&Iv~ c)<l:-Rltls hI(
{tf(j 0 fM6/lr,a//o - 3/17/01
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1-94 / TH 10 INTERREGIONAL CONNECTION
ENVIRONMENTAL IMPACT STATEMENT
TECHNICAL MEMORANDUM
I
TRA VEL DEMAND FORECASTS
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April 29, 2003
SRF CONSULTING GROUP, INC.
~
CUNSUUING G I{Ol,;f, INC
SRF No. 0024367
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Alternatives
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No Build
The model was first run under a no-build scenario, with existing river crossings and other
transportation infrastructure as described previously. The No Build scenario includes two
additional Mississippi River crossings that are anticipated to be constructed by 2040 and for
which environmental review processes to identify potential alternatives have been initiated.
These two crossings are 33rd Street in St. Cloud and the Dayton-Ramsey crossing (assuming
Alternative 2D). The purpose of the No Build alternative is to assess travel demand and
congestion impacts if no additional river crossing capacity is provided.
I
Under the No Build alternative, the TH 24 crossing experiences 7 hours of daily congestion, and
carries 34,500 daily trips. 816,800 trips cross the Mississippi River between SartellJnd Fridley,
an increase of 26% over 2025 and 90% over present conditions.
Alternative A
This alternative assumed a new connection between 1-94 and TH 10 with a freeway design,
located approximately 4.5 miles northwest of the existing 1-94/TH 24 interchange (the City of
Clearwater) that continues northeasterly across the Mississippi River where it connects to
TH lOin the vicinity of Sherburne CSAH 3.
The market area of Alternative A is largely long regional trips, but a significant amount of its
demand (about a quarter) is local trips between Haven Township and St. Cloud. As such, this
crossing complements the 33rd Street crossing, allowing approximately 4,000 more crossings in
the area while essentially eliminating congestion on 33rd Street. Fewer trips are removed from
TH 24 than in other alternatives, as much of the demand served is located north of Clearwater.
838,200 trips cross the Mississippi River between Sartell and Fridley, an increase of 2.6% over
the No Build alternative.
Alternatives Bland B2
This alternative assumed an expressway design through the City of Clearwater that follows the
existing TH 24 alignment from 1-94 north to the intersection of 70th A venue where the
alignment then continues along 70th A venue to an interchange at TH 10. Alternatives Bland
B2 differ in interchange design at TH 24 and 1-94; this distinction is not relevant at the level of
detail modeled. This alternative was modeled in a tour-lane and in a six-lane configuration in
order to assess differing operational demands on tbe facility.
The six-lane expressway alternative serves 70,SOO daily trips, an increase of 1051% over existing
TH 24. All eXIsting TH 24 demand is served, 24,800 trips are diverted from other crossings, and
the total number uf trIpS crossing the MississippI River is 828,300, an increase of l.4(~/o over the
No Build alternative.
1-l)4 I Tl-l I () InterrcglOmIl Cmnectioll Drrli! E1S - 26 -
Technical Memorandum un TI-avei Demand Forecasts
SRF C:onsult1l1g (ji'OUp. Jnc
,+/29103
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Alternatives B3, B4, and B5
This alternative assumed a freeway design through the City of Clearwater that follows the
existing TH 24 alignment from 1-94 north to the intersection of 70th Avenue where the
alif,1J1ment then continues along 70th Avenue to an interchange at TH 10. The sub-alternatives
ditIer in interchange design and access at TH 24 and 1-94; this distinction is not relevant at the
level of detail modeled.
The four-lane freeway alternative serves 71,200 daily trips, an increase of 106% over existing
TH 24. 3 1,200 trips are diverted from other crossings, and the total number of trips crossing the
Mississippi River is 822,300, an increase of 0.6% over the No Build alternative. Local mobility
between Clear Lake and Clearwater is reduced under this alternative as the existing
TH 24 crossing is replaced and local crossing times are increased due to increased circuity of
trips, therefore all No Build local demand is not necessarily served. ...
...
Alternative C
This alternative assumed a freeway design approximately 2.5 miles southeast of the
existing 1-94/TH 24 interchange at the City of Clearwater. The alignment continues north from
1-94 until it intersects with CSAH 8 where the alignment continues on 70th Avenue (like
Alignment B) to an interchange at TH 10.
The market area of Alternative C is mostly long regional trips- it is too far away from Monticello
to attract many medium length trips from that area, and only attracts 10,900 trips from
33rd Street (one third as many as Alternative A). Local Clearwater and Clear Lake trips are
served by the existing TH 24 crossing, which is not congested. Alternative C carries
66,000 daily trips, increasing total river crossings between Sartell and Fridley to 840,400, a
2.9% increase over the No Build alternative.
Alignment D
(\1\0"'*1. <..t_tlo
This alternative assumed a freeway design west of the City of Becker and the Xcel Energy plant
that continues north from 1-94 along the existing Barton Avenue alignment. The alignment
crosses the Mississippi River and then follows the existing TH S3 alignment to an interchange at
TH 10. Two sub~altematives were modeled: one with and the other without a direct freeway
connection to TH 25 at the north end.
Approximately one-fifth of trips on Alternative 0 are destined to TU 25 north of TI-I 10, either
locally to Becker or to points north. Without a direct connection, demand is reduced on the
Alternative 0 crossing by 40300 trips /6.1 '% of total demand).
The market area of Alternative 0 includes Monticello and the CUlTently unserved area between
Monticello ~llld ClearwateL .'....s a result, 25,7 ew f'iver crossing trips are served (an increase
of 3.1 '~I,J over the No Build alternative) and 5.600 rips are diverted from the TH 25 crossll1g.
Alternative D serves 77.1 Or) total trips. and diver s 14,200 trips from existing TH 24.
1_'.)4 i TH 10 lnlt:lTcglOnul C0nnect]()J1 [)mftElS - 27 -
Technicai Memorandum on Tra,Vt:1 DCllllind ForeClists
SRF Cunsuiting Group. Inc.
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EXECUTIVE SUMMARY
The Minnesota Department of Transportation (MnlDOT) proposes to make capacity
improvements to the interregional corridor (IRe) connection between Interstate 94 (I~94) and
Trunk Highway 10 (TH 10) within an area west of the City of Becker and east of the City of
St. Cloud within Sherburne, Stearns and Wright Counties. A connection is currently provided
via TH 24, a two-lane uncontrolled access roadway that passes through the Cities of Clearwater
and Clear Lake with an at~grade crossing at the Burlington Northern Santa Fe (BNSF) railroad
just south of TH 10. All Build Alternatives proposed in this Draft Envirornnental Impact
Statement (OBIS) to improve capacity and safety on the connection between I~94 and
TH 10 include construction of a four-lane freeway with grade-separation at the BNSF rail
crossing and a bridge cr-Ossing over the Mississippi River.
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The extent of the proposed improvements requires preparation of an Environmental Impact
Statement (EIS) under the federal National Environmental Policy Act (NEPA) of 1969 Statute
(42 USC 4321 et seq.), as well as the Minnesota Environmental Policy Act (MEPA) (Minnesota
Rules Chapter 4410). The DEIS was prepared to: discuss the purpose of and need for the
proposed project; consider alternatives; -evaluate environmental effects of alternatives; explore
methods for avoiding and minimizing adverse impacts; and obtain public and agency input, to
aid in the identification of a preferred alternative for further study in the Final EIS (FEIS). The
FEIS will summarize public involvement during the OBIS process; respond to substantive
comments received on the DEIS; identify the preferred alternative; and, if necessary, provide
more detail on the environmental impacts of the preferred alternative and describe mitigation
measures.
FHW A and MnlOOT are the joint lead agencies for this project. The U.S. Army Corps of
Engineers (COE), the MnDNR and the St. Cloud Area Planning Organization (APO) participated
as cooperating agencies in review of draft environmental documents and as participants in the
project Technical Advisory Committee (T AC) throughout the scoping and EIS processes. The
COE is a cooperating agency for the EIS pursuant to the Council on Environmental Quality's
regulations for implementing NEPA (40 CFR, Part 1501.6) and Corps of Engineers permit
authority under Section 404 of the Clean Water Act (33 CFR 320~330). The S1. Cloud APO and
MnDNR are cooperating agencies providing input and expertise, consistent wi th NEP A
regulations, related to their roles as metropolitan planning organization (MPO) for
transportation~related issues in the S1. Cloud planning area [S1. Cloud APO] and
management/regulatory authority over various natural resources (Mississippi Scenic Riverway,
fisheries, wildlife, etc.) in this study area [MnONR].
A River Corridor Advisory Committee (RCAC) was also established as part of the DErS process.
The TAC and RCAC included representatives from federal, state, regional and local
agencies/governments. The OElS process also included coordination with several additional
natural and cultural resource agencies and numerous opportunities for public and agency
comments.
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1~94ffH 10 Interregional Connection DBIS
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1.1
PURPOSE OF THE 1-94rrH 10 INTERREGIONAL CONNECTION PROJECT
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The need for an improved interregional connection between 1-94 and TH LO was initia~y
established in a comprehensive transportation study completed. by MnlDOT in 1996. Since ~t
time, additional transportation policies, studies and forecasting have reconfirmed d
strengthened the need for improvements to the tranSportation system connection betw n
1-94 and TH 10. Problems and needs to be addressed by the proposed project include: :
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Highways 1-94, TH 10 and TH 24 in the study area are important linkages that conn t
regional centers throughout the state. They are designated as part of the National Highw y
System (NHS) as well as Minnesota's High-Priority Interregional Corridor (IRC) Syste
The TH 24rrH LO corridor (as the cOlUlection currently in highest use by interregio
travelers) was designated as a High-Priority IRC, with performance standards that include e
need to maintain a minimum travel speed of 60 mph, with a preferable travel sp
of 65 mph.
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Increasing transportation demand on existing corridors connecting 1-94 and TH 10 coup~d
with limited opportunities in existing corridors to increase capacity. This results in increafd
congestion and the inability to meet the IRe performance standards described above. ;
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. The existing TH 24 corridor currently experiences crash rates similar to statewide avera s
for similar roadways; however, the severity of crashes is higher than the state avera e.
Safety problems in the TH 24 corridor will likely increase as traffic levels rise since e
ability to find gaps in traffic to cross or access TH 24 will become more difficult d
motorists will take greater risks. Also, pedestrian, bicyclist and snowmobile safety iss s
will continue to worsen as volumes rise and more modal conflicts result.
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. Impacts of congestion on the communities through which interregional traffic is travel g
(Clearwater and Clear Lake) will lead to increasing delays for local traffic trying to cross e
corridor. This will also decrease the 'quality' of downtown areas bisected by the highway
. The existing at-grade crossing of TH 24 with the BNSF rail line results in incr
congestion at the TH IOrrH 24 intersection and in downtown Clear Lake when a train pa
through, stopping vehicular cross-traffic on TH 24.
. Increasing growth in the area will limit available options for adding corridor capacity, a
Build Alternative is not selected as the preferred alternative during the EIS process. Ther is
an immediate need to identify a preferred alternative and preserve the bcst corri or
(i.e., serves the transportation need, while minimizing environmental impacts) as soo as
possible. This would also allow communities to plan any future development with e
preferred alternative corridor in mind.
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1.2 ALTERNATIVES
The process of developing alternatives for the I-94rrH 10 Interregional Connection has inelled
a number of studies and an increasing level of refmement of alternative concepts over the ast
eight years. A broad range of potential connections was evaluated in the Mississippi R er
Crossing Study conducted in 1995-1996, with four potential corridors ultimately recomme , cd
1.2
1-94ffH 10 Interregional Connection OBIS
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for further study. These corridors were refined to four specific alignments during the scoping
process documented in the 1997 1-94ITH 10 Regional Connection Scoping Document and
the 2001 scoping decision document. During the OBIS process, the scoping alignments were
further refined with respect to interchange configurations and system connection issues and a
number of sub~alternatives were developed and evaluated, ultimately resulting in identification
of four Build Alternatives (one in each of the aligmnents carried forward from s~ping) that were
analyzed and documented in detail in the DEIS. The four proposed Build Alternatives range
from expansion of the existing TH 24 corridor with a realignment at the north end
(Alternative B) to three new corridor alignments (Alternatives A, C and D). Figure 1.1 shows
the location of the four Build Alternatives. The average length of the Build Alternative corridors
is six miles with each alternative planned as a four-lane freeway. Following is a brief description
of the alternatives analyzed in the DEIS.
. No-Build Alternative
The No-Build Alternative consists of reconstruction of the existing TH 24 corridor (as
required by routine maintenance) between 1-94 and TH 10 within the study area. It is
assumed that by 2040, the existing TH 24 bridge over the Mississippi River would need to be
replaced as part of the No-Build Alternative.
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Alternative A
Alternative A is located east of the City of 81. Cloud. This alternative intersects with 1-94 at
a point approximately 4.5 miles northwest of the existing TH 24 interchange. It continues in
a northeasterly direction on a new alignment across the river, then heads north to connect to
TH LO in the vicinity of the intersection of Sherburne County State Aid Highway (CSAH 3)
with TH 10. This alternative would be a freeway design with interchanges at 1-94 and
TH 10 and a grade-separated rail crossing near TH 10. This alternative also includes the
replacement of the existing TH 24 bridge over the Mississippi River by 2040.
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Alternative B
Alternative B is located along the eXlstlOg TH 24 alignment from its interchange
with [-94, through the City of Clearwater, across the Mississippi River and northeast to the
intersection of TH 24 with a local road (70th Avenue) approximately 0.8 mile north east of
Sherburne CSAH 8. The alignment than continues north on 70th Avenue to intersect with
TH 10 at a point approximately 1.2 miles northwest of the existing
TH 24rrH to intersection. This alternative would be a freeway design with interchanges at
1-94 and TH 10, and a grade-separated rail crossing near TH 10. This alternative also
includes an interchange at Sherburne COWlty Road (CR) 57 to provide local access to/from
the City of Clear Lake.
1-94/TH 10 Interregional Connection DElS
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. . Alternative C
Alternative C intersects with 1-94 at a point approximately 1.6 miles southeast of the existing
TH 24/I-94 (Clearwater) interchange. It continues in a north-northeast direction on a new
alignment across the river until it intersects with Sherburne CSAH 8, it then continues north
on an existing local road alignment (70th Street ~ the same road alignment as identified for
Alternative B) to intersect with TH 10 at a point approximately 1.2 miles northwest of the
existing TH 24rrH 10 intersection. This alternative includes a freeway design with
interchanges at 1-94 and TH 10 and a grade-separated rail crossing near TH 10. This
alternative also includes an interchange at existing TH 24 to provide local access to/from the
City of Clear Lake. Alternative C also includes the replacement of the existing TH 24 bridge
over the Mississippi River by 2040.
. Alternative D
Alternative D is located west of the City of Becker. This alignment intersects with 1-94 at a
point approximately 0.6 mile west of the freeway rest area east of the Hasty interchange. It
continues in a northerly direction on a new alignment parallel to existing Barton A venue
across the river 0.2 mile east of the existing intersection of TH 10 and Sherburne
CSAH 53. With this alternative, TH 25 north of TH 10 would be realigned to COIUlect to the
new interregional connection alignment at the TH 10 interchange. This alternative includes a
freeway design with interchanges at 1-94 and TH 10 and a grade-separated rail crossing near
TH 10. Alternative D also includes the replacement of the existing TH 24 bridge over the
Mississippi River by 2040.
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1.3
COSTS/FUNDING
Preliminary cost estimates for the DEIS alternatives have been prepared and are shown in
Table 1.1. The table includes cost estimates for construction of the proposed improvements and
right of way acquisition costs. These estimates are based on 2003 dollars.
TABLE 1.1
COST ESTIMATES FOR DEIS ALTERNATIVES
COST ALTERNATIVE
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No-BIlIld A B C D
Construction Cost 0 f Interregional $8,000.000 $94,449,000 $94,616,000 $97,876,000 $109,136,000
Connection (excludes right of way )
aCQuisition){I) .~_.
Right of Way and Relocation ----_.-
N/A $12,010,000 $13,361,000 $7,305,000 $3,552,000
Costs
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TOTAL COST $8,000.000 $106,459.000 $107,977,000 $105,181.000 $112,688,000
(Construction and right of way
only)
. (I) Cos1 estimates for the No-Build Alternative and Build Alternatives A, C and 0 include $8 million for re lacin the existin
p g
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TIt 24 bridge.
(2) Construction cost for Alternative 0 ineludc;o; approximately $9,400,000 for the 1H 25 connection.
FWlding sources have yet to be identified; however, it is anticipated that funding will be a'
combination of state and federal funds.
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I-94ffH 10 Interregional Connection DBIS
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LOS C/O threshold conditions on the 1-94 and TH to corridors. This helps assess thc10tential
need for planning additional lane capacity to achieve LOS C operations on 1-94 and TH O. The
results of the planning-level analysis are indicated in bold italics in Table 4.4, ile the
CaRS 1M results are in standard type.
The mainline LOS results indicate that if LOS C is the operational goal for the ~. 94 and
TH 10 and interregional connection corridors, then segments on 1-94 and TH 10 may feed the
following heyond the 2040 timeframe: !
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. Eight lanes on 1-94 east of each new interregional interchange.
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. Six. lanes on 1-94 from west of each interregional connection to the ~xisting
CSAH 75 interchange in 81. Cloud. !
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Six. lanes on TH lOwest of each interregional interchange through St Cloud.
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The additional system improvements described above as potentially being needed to provide
LOS C system operations in 2040 were not incorporated into a revised OEIS operations nalysis
for two reasons: 1) the 1-94 and TH to system improvements would result in essent lly the
same additional implementation costs so they would not be an influence in iden ying a
preferred alternative among the DBIS alternatives, and 2) since the operations analy is were
based on forecast figures for 40 years into the future, which have some margin of ITor in
predicting actual conditions, additional analysis performed at a time closer to project
implementation should be used as a more reliable predictor of the improvements neede within
the implementation planning period.
4.3 SAFETY
4.3.1 Highway Safety
All four Build Alternatives would result in improved safety compared to the -Build
Alternative since eacb Build Alternative would provide a freeway connection between 94 and
TH 10 and freeways have lower crash rates than two-lane or four-lane at-grade dways
(e.g., existing TH 24 corridor for the No-Build Alternative). Alternative B would 'convert
existing TIf 24 to a freeway, increasing safety in that corridor (albeit at the expense f local
access ).
If safety is considered on a system-wide basis (Le., beyond the safety ben.fits of
the 1-94rrH 10 Interregional Connection alone), Alternative 0 would result in tb$~ atest
overall safety improvement, since the greatest length of TH 10 would be converted om an
expressway to a freeway as part of overall system improvements. Similarly, Alte rives B
and C would generate greater safety benefits than Alternative A for the same reasons as ted for
Alternative D above.
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I~94rrH 10 Interregional Connection OBIS
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TABLE 5.8
SUMMARY OF ESTIMATED RIGHT OF WAY COSTS BY ALTERNATIVE
COST
(rounded to nearest 1000)
Total Developed Parcel
Alternative Atqllisition/RelotatioD Partial Parcel Total Right of Way
Cost Acquisition Cost Cost
A $10,365,000 $\ ,645,000 $12,010,000
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B $12,030,000 $1,330,000 $13,361,000
C $5,625,000 $1,680,000 $7,305,000
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0 $1,662,000 $1,890,000 $3,552,000
5.2.3 Mitigation
[f one of the Build Alternatives is chosen as the preferred alternative, all right of way acquisition
and relocation would be in accordance with the Uniform Relocation and Real Property
Acquisition Act of [970, as amended hy the Surface Transportation and Uniform
Relocation Assistance Act of 1987 and 49 Code of Federal Regulations, Part 24. Two bookie
entitled ReLocation: Your Rights and Benq;ts and the Guidebook!or Property Owners bave bee
produced by MnlDOT to provide informatinn to property owners and potential displacees 0
their rights and benefits under the Uniform Act. including the Relocation Assistance Program
These documents are available from the MnlDOT Office of Land Management. Property owner
may be reimbursed for up to $1,500 for appraisal fees. MnlDOT relocation advisers provid
information on programs and benefits and to develop individual relocation plans to relocatees
Relocatioo resources are available to all residential and business rclocatees witbo
discrimination.
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MnlDOT will work with business owners, including farm business owners, to find a SUitabl~
relocation site. In addition, affected business owners are reimbursed for actual reasonabl
moving custs, reestahlishment costs and custs incurred io identifying a replacement sit.
Oetailed eligibility benefits are explained at individual meetings. i
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Residents being displaced will receive relocation assistance services from MniDOT and
enbtled to reimbursements for certain expenses such as moving costs and replacement housi
costs. Replacement housing units must be udecent. safe and sanitary" and must be functional
equival"l't to the present dwelling with respect to the number of rooms and living space, locah
and general improvements. Although an adequate supply of comparable replacement housi g
siles can generally be found, an administrative process called Last Resort Housing is available 0
address situations where the supply of replacement sites is inadequate. Last Resort Housi
guarantees that cumparable housing would be provided before the owner is required to move.
the event sufficient comparable replacement housing is not available, MnlDOT commits to
Resort Housing. All displacees would receive adequate time and notice to relocate.
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1-94rrH 10 Interregional Connection nEtS
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5.3.2
Environmental Consequences
I No-Build
The No-Build Alternative would perpetuate existing business and job patterns and would result I
in no loss of taxable property. '
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5.3.2.1 Business and Job Impacts
Businesses located at the acquired commercial and industrial properties listed in Table 5.7 in
Section 5.2.2.3 would be displaced. Information on employment at affected businesses was
acquired through contact with the businesses themselves or with City staff; employment was
estimated at six small business locations where infonnation was not readily available. Estimates
are conservative, i.e. reported part time employees are counted the same as full time employees
and the total for each alternative is rounded up to the nearest 10.
Alternative A would displace businesses at 13 commercial/industrial properties. These
businesses include hoat sales, equipment sales, concrete block/precast supply, pallet supply,
appliance sales/recycling, construction, trucking, rental, welding, and a few small service
businesses. Employment at these properties is estimated at 230 jobs. Alternative A would also
displace businesses at nine agricultural properties.
Alternative B would displace businesses at 13 commercial/industrial properties, These
businesses include an auction house, engineering firm, veterinarian, liquor store, gas station, auto
body shop, auto oil change and tire services, fast food restaurants, large travel center, and
plastics products manufacturer. Employment at these properties is estimated at 380 jobs.
Alternative B would also displace businesses at two agricultural properties. Alternative B would
also require acquisition of the City HalllFire Station building (considered a public use), however
the four jobs located at this property would not be expected to be displaced from the city.
Alternative C anticipates business displacement from five commercial properties including an
auction house, storage facility, contractor, lumber yard, and small service business. Employment
at these properties is estimated at 40. Alternative C would also displace businesses at three
agricultural properties.
Alternative D would not displace any commercial/industrial businesses. It would displace a
business at one agricultural property.
Direct commercial/industrial employment impacts due to right of way acquisition for thc Build
Alternatives range from 0 to 380 jobs. As shown in Table 5.9, there is an expectation of an
increase of 20,797 jobs in the most directly affected communities (not including the City of S1.
Cloud) by 2040. This anticipated growth and the availability of plenty of undeveloped land in all
of the communities indicates capacity within the study area to compemate for the
commerciaVindustrialjobs that would be displaced as a result of the project.
I~94fTH to Interregional CoWlcction DEIS
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The adverse impact of job loss would be mote localized. The 13 commelCiaUindus~1
acquisitions (and 230 jobs) associated with Alternative A are within the economic context of"e
Sc Cloud Metropolitan Area. The 13 commercial/industrial acquisitions (and 380 jOi)
associated with Alternative B are within or near the much smaller community of CleatWater d
would likely have much more substantial economic impacts. In addition, in Clearwater e
remaining businesses that depend upon a regional market would no longer be immediat ly
accessible to that market if Alternative B is constructed. - :
While Alternative B has the most substantial direct economic impact on the City of Clearw~. r,
the other Build Alternatives would divert regional traffic away from TH 24, which would h ve
some impact on existing businesses, as recognized in the City of Clearwater Comprehe ve
Plan. Similarly, the Build Alternatives would direct regional traffLc away from downtown C ar
Lake, which could affect existing business there. !
5.3.2.2 Fiscallmoacts
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As is further discussed in Section 5.2.2.3, the proposed Build Alternatives would result in l' tal
acquisilioo of between seven and 32 parrels. Table 5.10 p,esents taxes payable (2002 0' 200 as
noted) for the affected properties by alternative and by county, as well ac; total 2003 es
payablefo, each connty. :
The table also includes 2003 taxes payable fo, the affected prnperties io the City of Cle",*te,
and the 2003 taxes payable fo, total properties in the City of Clearwater. '
TABLE 5.10
TAXES PAYABLE-TOTAL ACQUISITION PROPERTIES
Estimated ~ax
Loss as a
Total 2003 Perccntaj ~ of
County/City 2003 To tal
Estimated Tax Loss on Taxes Payable County/4 ~ity
Alternative - Jurisdiction Total Acquisitions (MIIUon) Taxes pa, lable
A - Sherburne $ 88,352<1)('1) $68.9 0.1 I
A - Steams $ 2,400 $98.7 * ;
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B - Sherburne $ 7,504(1) $68.9 * :
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B- Wright $190,725 $87.5 0.2
B .- City of Clearwater $190,725 $ 1.0 19.1
C- Sherburne $ 16,268(1) $68.9 * !
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C- Wright $ 14,466 $87.5 .1
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D(2) - Wright $ 8,734 $87.5 *:
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2002 Taxes Payable, the remaunng amounts are 2003 Taxes Payable.
('1) There are no total acquisitions anticipated in Sherburne County for Alternative D.
. Less than .05 percent.
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1.94ffH 10 Interregional Connection OBIS 5-26
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on natural and beneficial floodplain values should result from the construction of ~his
alternative. See Figure 3.5-D.2 for a graphical representation of the floodway and flood~ain
relative to Alternative D. .
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No significant increased risk of flooding will result.
The Mississippi River hydraulic characteristics for existing and the four proposed ild
Alternative conditions were analyzed using existing HEC-2 data for the MnDNR's cu ent
Flood Insurance Study (FIS) for the river. Table 7.3.2 provides a summary of the perf ent
infonnation from this analysis. Note that in an effort to ensure the bridge d ign
accommodates the 100-year flood elevation, the minimum bridge low chord for each 0 the
alternatives was set one foot above the 100-year water surface elevation. In addition, b dge
lengths are sufficient to span over the entire width of the defined floodway at each . ver
cross mg.
TABLE 7.3.2
SUMMARY OF THE HYDRAULICS ANALYSIS FOR THE EXISTING AND
PROPOSED CONDITIONS OF EACH AL TERNA liVE
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Approx. Estimal d
Approl. Volume of
Alternative QIOO year t:n.t V 1110 year eo..' Elev '1110 yur Floodplain Bridge Floodw yl
(ds) (ft/s) m.' (ft.)(\) Width
(ft)(2)(3) Length (rt) Floodpl in
FiU(C h
~?xisting 58,478 6.4 953.9 1,225 N/A N/A
A - Proposed 58,478 7.1 954.0 795 1,070 24,00
B ~ Existing 59.570 6.0 947.8 800 1,121 N/A
B - Proposed ..-
59,570 6.0 947.8 800 1,150 0
C - Existing 60,200 2.9 946.8 1,960 N/A NIA
C - Proposed 60,200 3.0 946.9 1,590 1,690 8,00
D - Existing 60,200 3.1 936.7 1,830 N/A NIP.
o - PropOsed 60.200 3.9 936.8 1,310 1,370 21~
:oThe minimwn bridge low chord for each proposed altemative was set one foot above the tOO-year flood elc tfation
in the HEC-RAS analysis.
(I) Width at the crossing locations was approximated by measuring from MnDNR's Flood Insurance Study. .
())The proposed floodplain width is calculated as the existing floodplain width minus the proposed fill length. i
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The results of the hydraulic analysis show that no significant increases in the loo-year!flOOd
stage would result from constructing the bridge and/or filling a portion of the floodplain at . y of
the alternatives, since the bridge and associated floodplain fill at each alternative is ly a
negligible percent of the overall river and floodplain volumes. i
. This project will not result in any incompatible floodplain development,
No incompatible floodplain development will result from constructing any of the:' uiid
Alternatives since the proposed project does not provide local access in the vici ty of
floodplain areas. Also, coooty and city ordinances govern development with the
floodplain.
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I~94rrH 10 lnterregional Connection DBIS
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TABLE 11.1
POPULATION TRENDS AND PROJECTIONS FOR COMMUNITIES
WITHIN THE STUDY AREA
Percent Percent
change Projected change
1970 2000 from 1970 2040 from 2001
Jurisdiction Population population to 2000 population to 2040
Becker 365 2,673 39 25,000 394
Becker Township 799 3,605 6,000 i
Silver Creek Township 1,102 2,332 112 5,500 136
Clearwater 282 890 160 5,000 232 I
Clearwater Township 585 1,368 2,500
Clear Lake 280 266 113 900 169 !
Clear Lake Township 612 1,630 4,200 ~
Haven Township (I) 1,049 2,024 93 26,400
Lynden Township 511 1,919 276 3,200 67 ,
St. Augusta 1,584 3,065 94 8,400 174
St. Cloud 39,691 59,107 49 103,300 75
"1Tf 2040 population estimates for Haven Township were provided by the St. Cloud APO. These estimates are hig ller
than projections estimated by Haven Township, as this community has taken a low growth position. The hig er
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projectIOns were used for thiS study as a worsl ~asc scenario for top generation and development Impacts.
11.2
EFFECTS ON RESOURCES
To the degree possible, given available information/resources, the following steps were takc~ to
analyze potential cumulative effects: :
. Summarize the existing condition of each potentially affected resource as it compares to ~t
conditions. 1
. Summarize impacts to the affected resources from the proposed action as described in ~e
previous chapters of the OEIS. '
. Summarize impacts to the affected resources from other reasonably foreseeable fu~e
actions.
. Discuss the potential cumulative impacts to the resource based on consideration of effec
all past, present and future actions. Assessment of potential cumulative impacts ioci
consideration of special designations or standards that relate to each resource; ong g
regulatory authority, policies, or plans that afford some measure of protection to the affi ed
resources; and measures that could avoid or minimize negative effects 00 the resources. is
discussion will include consideration of the incremental cumulative impact of the proI4ed
action compared to the impacts of other future foreseeable actions (i.e., development). '
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1-94ffH 10 Interregional Connection OElS
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Future Scenario 3: 1-94rIH 10 Alternative C
33rd Street at St. Cloud
Highway 24 at Clearwater
I~94rrH to Alternative C
Highway 25 at Monticello
potential Monticello bridge
Potential West Elk River bridge
County Road 42 at Elk River
Highway 101 at Elk River
DaytonlRamsey
Highway 169 at Anoka
2.6 miles
10.3 miles
1.4 miles
\ 5.3 miles
1.0 miles
7.0 miles
4.6 miles
1.1 miles
7.0 miles
4.2 miles (this is beyond the downstream limit
of the Mississippi Scenic Riverway)
Future Scenario 4: 1-94rrH 10 Alternative.!!
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33rd Street at St. Cloud
Highway 24 at Clearwater
1~94rrH 10 Alternative D
Highway 25 at Monticello
potential Monticello bridge
Potential West Elk River bridge
County Road 42 at Elk River
Highway 101 at Elk River
Da yton/Ramsey
Highway 169 at Anoka
2.6 miles
10.3 miles
7.8 miles
8.9 miles
1.0 miles
7.0 miles
4.6 miles
l. \ miles
7.0 miles
4.2 miles (this is beyond the downstream limit
of the Mississippi Scenic Riverway)
Future Scenario 5: 1-94rrH 10 No-Build Alternative
33rd Street at St. Cloud
Highway 24 at Clearwater
Highway 25 at Monticello
Potential Montice\lo bridge
Potential West Elk River bridge
County Road 42 at Elk River
Highway 101 at Elk River
Dayton/Ramsey
Highway 169 at Anoka
2.6 miles
10.3 miles
16.7 miles
LO miles
7.0 miles
4.6 miles
1.1 miles
7.0 miles
4.2 miles (this is beyond the downstream limit i
of the Mississippi Scenic Riverway)
Comparison of existing with the "worse case" funm: bridge scenarios demonstrates that the
'natural esperience' on tbe riverway would change due to more frequent bridge encounters if up
to five additional bridges were constructed compared to existing or Future Development (but no
additional bridges) conditions.
.
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Council Meeting - 3/22/2004
12. Review of the draft Wellhead Protection Plan Part I for the City of Monticello and
authorization to forward it to the Minnesota Health DepaJ'tment l' OJ' J'eview. (.J.S.)
A. REFERENCE AND BACKGROUND:
Our consultant, Liesch and Associates Incorporated, working with city stan: the Minnesota
Department of Health and the Minnesota Rural Water Association, have completed a draft of Phase
J of our Wellhead Protection Plan for the City of Monticello. The Wellhead Protection Plan is a
requirement of all Minnesota cities providing drinking water from wells and was speeded up in our
case by a necessity to begin the program when we applied for a permit to construct our fifth well.
The first phase of our Wellhead Protection Program includes a description of our water supply, the
physical setting where our water supply wells are located, the delineation of the wellhead protection
area, the water supply managemcnt area and a vulnerability asscssment.
The drinking water supply managemcnt area (DWSMA) is the area where our drinking water wells
pull the water from which we are required to managc. The report also includes the WHP A which
is the Wellhead Protection Area and that is adjusted for the ten year time of travel for the water to
get to our wells. In addition, the emergency management zone (EMZ) is also shown. This
represents a one year time of travel for water to get to our wells.
With your approval the draft is to be sent to the Minnesota Department of Health for their review.
Since we have been working side by side with the Minnesota Department of Health we do not expect
any significant changes for the report. Once we have the comments from the Minnesota Department
of Health we can prepare the final Phase J plan and obtain public input.
We are still gathering information on private wells throughout the area and possible spill and
contamination sights within the city and hope to complete our wellhead management program prior
to October of this year.
B. ALTERNATIVE ACTIONS:
I. The first alternative would be to review the draft report and authorize its submittal to the
Minnesota Department of lJealth.
2. The second alternative would be to review the report but not send it to the Minnesota
Department of Health or make possible changes.
C. STAFF RECOMMENDATION:
It is the recommendation of the Public Works Director, the Water Superintendent and our Consultant
Liesch and Associates that we review the document and approve f(wwarding it the Minnesota
Department of Health as outlined in alternative #1.
D. SUPPORTING DATA:
Copy of draft Wellhead Protection Plan Part I.
.
.
.
13.
Council Agenda - 3/22/04
Uvdate on railroad crossinl!- Territorial Road/7th Street.
Updated information will be provided at the meeting.
.
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