City Council Agenda Packet 01-08-1996AGENDA
REGULAR MEETING - MONTICELLO CITY COUNCIL
Monday, January 8,19M - 7 p.m.
Mayor: Brad Fyle
Council Members: Shirley Anderson, Clint Herbst, Brian Stumpf, Tom Perrault
1. Call to order.
2. Approval of minutes of the regular meeting held December 11, 1995.
3. Consideration of adding items to the agenda.
A Consideration of change order #1 for Highway 25/School Boulevard turn
lanes - Project 95-03C.
B. Consideration of authorizing submittal of ISTEA funding application for
construction of I-94 pedestrian crossing and pathway segments.
L. 0' d or Fkg07c% r -W %pf'-'NC Car 5_"FAosl.
4. Citizens commentalp_ietitions, requests, and complaints. )?,,.
iiln,a r.c lw4lr ar"v Pp,_L /-a„-. &4,6tr
5. Consent agenda. 7-0 TP
CN
4 A. Consideration of setting firefighter's wages at $7 per hour for all fire calls.
B. Consideration of adopting a resolution calling for a public hearing to
modify Redevelopment Project No. 1 and to modify TIF District Nos.
1-1 through 1.18.
6. Public Hearing --Consideration of a request to merge Lots 5 and 6, Oakwood
Industrial Park 2nd Addition, and to vacate utility easements along the current
boundary. Applicant, Willi Hahn Corporation.
7. Consideration of purchase of sludge application site.
8. Consideration of approving preliminary plat of the Shingobee subdivision.
Applicant, Gae Veit.
8. Consideration of a purchase agreement offer - Kruse parcel.
10. Consideration of reviewing Police Commission traffic control recommendations
for School Boulevard.
11. Consideration of accepting bid on sale of wastewater treatment plant house to be
moved.
12. Consideration of annual appointments for 1996.
Agenda
Monticello City Council
January 8, 1998
Page 2
13. Consideration of Public Works Secretary appointment.
14. Consideration of bills for the last half of December 1995.
15. Adjournment.
MINLITES
REGULAR MEETING - MONTICELLO CITY COUNCIL
Monday, December 11, 1998 - 7 p.m.
Members Present: Brad Fyle, Shirley Anderson, Clint Herbst, Brian Stumpf, Tom
Perrault
Members Absent: None
A MOTION WAS MADE BY SHIRLEY ANDERSON AND SECONDED BY TOM
PERRAULT TO APPROVE THE MINUTES OF THE REGULAR MEETING HELD
NOVEMBER 27, AND THE SPECIAL MEETING HELD DECEMBER 6, 1995, AS
WRITTEN. Motion carried unanimously.
3. ConaMpration of adding i emn to thp sigamin.
None.
4. VitizenA co mpnWpefiflnng mqjiP.Rts and complaints.
None.
5. Vnngnnt agen n.
Mayor Fyle requested that item 6D be removed from the consent agenda for
discussion.
A. Consideration of a Muest for a carnival li nse--Monticello Mall
MorchantaAAsn6afinn. Recommendation: Approve issuance of a
6 -day carnival license to the Monticello Mall Merchants Association for
May 29 through June 2, 1896, and waive the daily fees by recognizing
the Association as a non-profit group.
B. Conaidoration of approving the 19MI997 contract for policepm ection
with the Wright .o ,ntyGhe�Den XLg nt. Recommendation:
Ratify the contract as proposed at the hourly rates of $33 per hour for
1996 and $34.60 per hour for 1997.
C. rn aidorntinn of end tranigibra for 1998. Recommendation:
Approve the transfers as recommended by the City Administrator.
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Council Minutes - 12/11/95
A MOTION WAS MADE BY CLINT HERBST AND SECONDED BY SHIRLEY
ANDERSON TO APPROVE ITEMS 5A, 5B, AND 5C OF THE CONSENT AGENDA
AS RECOMMENDED. Motion carried unanimously.
Economic Development Director 011ie Koropchak reported that the
EDA approved GMEF Loan No. 011 for Tapper's, Inc. dba Genereux
Fine Wood Products, Inc., and Westlund Distributing, and Council was
asked to review the loan for compliance with the GMEF Guidelines.
Koropchak noted that the real estate/equipment loan was approved for
$100,000 at a 6.75% fixed interest rate amortized over 20 years, with a
balloon in 5 years.
Mayor Fyle questioned why the loan was approved with a collateral
shortfall of approximately $63,000. Koropchak explained that the
EDA felt the appraisal was very conservative and viewed the loan
request as in compliance with the "gap financing" requirement.
AFTER DISCUSSION, A MOTION WAS MADE BY CLINT HERBST AND
SECONDED BY TOM PERRAULT TO SUPPORT THE LOAN APPROVAL BY
THE EDA OF GMEF LOAN NO. 011 FOR TAPPERS, INC. Motion carried
unanimously.
Mayor Fyle opened the public hearing.
City Administrator Rick Wolfsteller reported that at the truth in taxation
hearing held on December 6, it was the consensus of Council to keep the
proposed tax levy at the revised amount of $2,922,800, which would result in
a 1.31% increase over the 1995 tax levy.
There being no public comment, the public hearing was closed.
AFTER DISCUSSION, A MOTION WAS MADE BY SHIRLEY ANDERSON AND
SECONDED BY BRIAN STUMPF TO ADOPT A RESOLUTION SETTING THE 1996
TAX LEVY AT $2,922,800, A 1.31' INCREASE OVER THE 1995 TAX LEVY.
Motion carried unanimously. SEE RESOLUTION 96.68.
Page 2 (D
Council Minutes - 12/11/96
Consideration of renewing Joint Fire, Aereement with Monticello Town_ahin
and ado=pting a no i y on chazZiio for f las alacmraaRonm.
City Administrator Rick Wolfateller reported that the joint fire agreement
with Monticello Township will expire December 31,1996. The agreement
uses a fair -share formula, which takes into account the valuations of each
member of the joint agreement and the number of fires occurring at each
location, which are averaged to determine each party's share of the costa.
After reviewing the agreement, the Joint Fire Board, along with Township
and fire department representatives, recommended that the agreement be
renewed as written.
Wolfsteller also reported that the Joint Fire Board proposed that the City
Council and Township Board implement a new policy that would cover
potential charges for fire department responses to numerous false alarms.
He noted that the fire department is experiencing an increase in the number
of false fire alarms due to the increase in security systems on business and
residential properties. The policy proposed by the Joint Board would allow
each property owner up to two false fire alarms annually, with a $260 charge
for each additional false alarm.
Mayor Fyle requested that Silver Creek Township and the City of Otsego be
notified of the proposed false alarm policy prior to adoption since the fire
department responds to these areas as well.
Councilmember Stumpf suggested that the policy also address carbon
monoxide alarms, which have increased significantly this year.
AFTER DISCUSSION, A MOTION WAS MADE BY SHIRLEY ANDERSON AND
SECONDED BY CLINT HERBST 710 RENEW THE JOINT CONTRACT
ARRANGEMENT WITH MONTICELLO TOWNSHIP AS IT CURRENTLY EXISTS
FOR AN ADDITIONAL FIVE YEARS. Motion carried unanimously.
It was the consensus of Council to table action on adoption of the false alarm
policy pending input from Silver Creek Township and the City of Otsego and
pending fhrther research on the number of carbon monoxide alarms.
Considnration of renewing n_nillon narnpment with H.Windnw Comnnnv
concerning fiAtire nCqiARiflnn of .n n L 2. and 3- Block 1. Oakwood Ind itiminl
Park Second Addition.
Administrator Wolfstellor reported that for the past year, the City had an
option contract with the H -Window Company allowing them to purchase
Lots 1, 2, and 3, Oakwood Park Second Addition. The contract provided fbr
an annual fee of $3,200 to be paid to the City based on 6% of the eventual
Page 3 O
Council Minutes - 12/11/95
selling price of $64,000, and H -Window was responsible for $1,150 of the
estimated real estate taxes. Prior to the current option contract, Council had
agreed to hold six lots in Oakwood Park Second Addition at no cost; however,
due to the concern of setting a precedent, Council established the nominal
holding cost charge in 1995.
Wolfsteller went on to note that the one-year agreement officially expired
November 29, 1995, and H -Window has requested that the Council again
hold the three Iota exclusively for the H -Window Company until December 1,
2000, at no charge, with an exclusive option to purchase at a price of $64,000.
It was noted by Council that the City has accommodated the H -Window
Company by holding lots since 1991; however, it was their view that the City
should not hold lots at no charge and that the lots should be marketed for
sale.
AFTER DISCUSSION, A MOTION WAS MADE BY BRIAN M UMPF AND
SECONDED BY TOM PERRAULT TO OFFER THE LOTS FOR SALE TO THE H -
WINDOW COMPANY AT A PRICE OF $84,000 UNTIL DECEMBER 31, 1995. IF
NOT PURCHASED BY H -WINDOW, THE LOTS WILL BE MARKETED FOR SALE
BEGINNING JANUARY 1, 1996. Motion carried unanimously.
Assistant Administrator O'Neill reported that at a previous meeting, Council
reviewed a staff proposal which required a cash deposit from builders
requesting final occupancy prior to final completion of site grading. After
discussion with concerned builders, Council tabled the item pending ftuther
review and revision of the policy by staff and builders.
City staff met with Value Plus Homes and Paul Becker to discuss the policy
in detail. O'Neill noted that the policy was revised to note that for lots that
have been certified by the City as already being properly graded, an escrow
deposit would not be required, and the responsibility for correcting any
subsequent drainage problems created by development of individual homes
would then fall on the builder or homeowner. However, if the Building
Official observed that the grading pattern of a lot had been improperly
changed or interrupted as the result of home site development, the escrow
requirement would apply prior to allowing final occupancy.
The proposed policy also included a cash deposit for tree planting as required
by ordinance; however, during the meeting with the builders, it was
suggested that builders/developers provide the City with a'tree dedication'
amount rather than requiring builders to plant trees on Iota prior to
Page 4 ?i
Council Minutes - 12/11/95
occupancy, which can result in dead trees due to lack of care. ONeill noted
that the Parks Commission is currently working on a shade tree inventory
and would like systematic boulevard tree planting to be encouraged.
O'Neill also reported that a letter was received from Tom Holthaus of Value
Plus Homes stating that he was satisfied with the revised escrow proposal for
site grading.
Dick Frio, Planning Commission Chair, suggested that the tree program be
city-wide and not only for new developments, as it was his view that many
long-time residents would also like to have trees planted in the boulevard.
Paul Becker requested that Council consider providing temporary occupancy
certificates rather than requiring escrow deposits since mortgage companies
currently escrow funds for grading. It was noted by staff that the City has no
control over release of the escrow funds retained by mortgage companies, and
the City should review individual lots prior to the release of funds.
Consulting Engineer Bret Weiss stated that it would be possible to identify
on the grading plan which lots would likely have a drainage problem and
then notify the developer/builder that those lots would require an escrow
deposit.
AFTER DISCUSSION, A MOTION WAS MADE BY CLINT RERBST AND
SECONDED BY SHIRLEY ANDERSON TO ADOPT THE ESCROW POLICY
ALLOWING FINAL OCCUPANCY PRIOR TO COMPLETION OF GRADING AND
TREE PLANTING. Motion carried unanimously. The Parks Commission will
work toward establishment of a shade tree planting program for future
presentation to the Council.
ui
.rrrr , , , , . T�lTttrT:11r.M- 1lltT - : :
c , • M
Assistant Administrator O'Neill reported that a variance to the zoning code is
needed to allow filling of a small wotland in conjunction with the wastewater
treatment plant expansion. This wetland is exempt from the State Wetland
Act regulations regarding filling of wetlands due to the fact that it is less
than .5 acres and the filling is needed to accommodate a public utility project.
In addition, there is land available within the existing site to store storm
water run-off, which will create a wetland area that is not present today.
Creating another wetland arra is not a requirement of the Wetland Act but
servos as an additional justification for the variance. O'Neill noted that the
Planning Commission recommended approval of the variance request.
Page 5 0
Council Minutes - 17/11/95
AFTER DISCUSSION, A MOTION WAS MADE BY BRIAN STUMPF AND
SECONDED BY TOM PERRAULT TO APPROVE THE VARIANCE REQUEST
WHICH WOULD ALLOW FILLING OF A SMALL WETLAND IN CONJUNCTION
WITH EXPANSION OF THE WASTEWATER TREATMENT PLANT. Motion
carried unanimously. Motion is based on the finding that the use of the
property for the intended purpose is not possible without a variance, a
wetland will be created at a new location, and the variance is justifiable
based on the fact that it is exempt from the State Wetland Act regulations
limiting the filling of wetlands.
Council was asked to consider granting a conditional use permit allowing
expansion of the wastewater treatment plant. Public Works Director John
Simola noted that the site consists of approximately 4.1 acres, and the
eastern boundary of the property will include development of a chain link
fence and evergreen tree plantings in an effort to buffer the impact of the
SBR tanks to the single family area.
Simola went on to report that clear -cutting will occur up to 50 ft from the
river's edge, and considerable grading will also be necessary due to difficult
grade transitions between the adjacent Kruse property and the site. Efforts
to limit the visual impact will be made by preserving as many existing trees
as possible and by planting of new trees.
It is expected that the new facility will result in a reduction in odor problems,
and Assistant Administrator OWeill noted that the Planning Commission
recommended approval of the conditional use permit subject to conditions.
AFTER DISCUSSION, A MOTION WAS MADE BY BRIAN STUMPF AND
SECONDED BY SHIRLEY ANDERSON TO APPROVE THE CONDITIONAL USE
PERMIT WHICH WOULD ALLOW EXPANSION OF THE WASTEWATER
TREATMENT PLANT IN A PZM ZONE SUBJECT TO THE FOLLOWING
CONDITIONS:
ITEMS REQUIRED BY CODE:
A. CONFORMITY WITH THE SURROUNDING NEIGHBORHOOD IS
MAINTAINED, AND REQUIRED SETBACKS AND SIDE YARD
REQUIREMENTS ARE MET.
B. ADEQUATE SCREENING FROM NEIGHBORING USES AND
LANDSCAPING IS PROVIDED IN ACCORDANCE WITH
CHAPTER S, SECTION 2, OF THE ZONING ORDINANCE.
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Council Minutes - 12111/95
THE PROVISIONS OF CHAPTER 22 OF THE ZONING ORDINANCE
ARE CONSIDERED AND SATISFACTORILY MET.
D. THE FACILITY MUST HAVE DIRECT ACCESS TO A COUNTY OR
CITY STATE AID HIGHWAY.
INSTALLATION OF ODOR CONTROL MEASURES NECESSARY TO
MAINTAIN OR REDUCE THE CURRENT PROBLEM.
NO TREE CLEAR -CUTTING TO OCCUR WITHIN 50 FT OF THE RIVER'S
EDGE.
CITY BUFFER YARD REQUIREMENTS MUST BE MET ON THE KRUSE
SIDE OF THE PROPERTY. TOP SIDE BUFFER YARD TO BUFFER
INSTITUTIONAL/MULTI-FAMELY, LOWER SIDE TO BUFFER
INSTITUIONAL USEISINGLE FAMILY.
Motion carried unanimously. Motion is based on the finding that the facility
is consistent with the character of the area, the screening and landscaping
are designed to preserve to the extent possible the value of the adjoining
property, and the proposal is consistent with the comprehensive plan for the
city.
12. Cnn_aideraHnn of salary arhedu]e ad'na mn s for 1996
City Administrator Wolfsteller reported that a 6% cost of living adjustment to
all salary categories was included in the 1998 budget to provide sufficient
dollars for possible salary increases. He noted the Minneapolis/St. Paul
consumer price index indicated a current inflation rate for the metro area of
2.7% on an annual basis, and a survey of surrounding communities showed a
range of 296 to 3% for 1996 salaries.
AFTER DISCUSSION, A MOTION WAS MADE BY SHIRLEY ANDERSON AND
SECONDED BY CLINT HERBST TO ESTABLISH A COST OF LIVING
ADJUSTMENT FOR THE NON-UNION PAY SCHEDULE OF 2.7% FOR 19%.
Motion carried unanimously.
13. Conaiderntion of ado tang mviaad job oval .a ion res it a,
City Administrator Wolfsteller reported that in 1991, the City contracted
with the League of Minnesota Cities for a complete review of the City's
compliance with the comparable worth law, which included making
suggested revisions to job descriptions and recommendations for setting up a
new pay system that would comply with the law. As part of the ongoing
maintenance of the system, the positions and duties should be reviewed
every 3•5 years.
Page 7 0
Council Minutes - 12/11/95
Wolfsteller noted that employees were asked to review their current job
descriptions for accuracy and list any changes in their positions that had
occurred during the past three years. In addition, any appeal of the
comparable worth points was required to be in writing, stating the reasons
for an increase in points and in what specific area. The job descriptions were
originally based on five main categories: knowledge and experience,
accountability for actions, responsibility for planning, supervision, and
working conditions.
After reviewing the job descriptions and appeals, two changes to point values
were recommended by the City Administrator. The Assistant Administrator's
points were changed from 239 to 241, which moved the position to from grade
15 to grade 16, and the Public Works Director's points were changed from
231 to 242, also moving the position from grade 15 to grade 16.
The Council discussed the minimum qualifications for the Public Works
Director position. It was noted by the City Administrator that because the
position is very diverse with many areas of responsibility, he recommended
that the minimum qualifications be changed to 9 or more years of experience
or a B.A. degree and 3.5 years of experience.
Mayor Fyle suggested that the City ask the League of Minnesota Cities to
review the Public Works Director job description and give a recommendation
on the minimum qualifications. It was Fyle's view that 6 years of experience
should be sufficient to qualify for the position.
AFTER DISCUSSION, A MOTION WAS MADE BY BRIAN STUMPF AND
SECONDED BY SHIRLEY ANDERSON TO ACCEPT THE JOB EVALUATION
RECOMMENDATIONS AS PRESENTED, WHICH WOULD MOVE THE
ASSISTANT ADMINISTRATOR AND PUBLIC WORKS DIRECTOR POSITIONS TO
GRADE 16. Voting in favor: Brian Stumpf, Shirley Anderson, Clint Herbst,
Tom Perrault. Opposed: Brad Fyle. It was Fyle's view that the education
requirement and associated points for the Public Works Director position
should be re-evaluated. Motion passed.
14. Co sidnration nfP.RtahIiRhin0 n+11 -time Aecrotarinl position for the public
works dApnrtment.
Public Works Director John Simols reported that in 1994, Council approved a
city-wide staffing plan which included the creation of a part-time Public
Works Secretary position. Both Green was hired for the position, which has
averaged 22 hours per week. Simola noted the addition of a secretary has
increased the efficiency cf the public works department; however, due to the
half-time nature of the position and the secretary�s current workload from
the Public Works Director and other supervisors, there is a need for the
Page 8 0
Council Minutes - 12/11/95
position to be full-time. It was estimated that the pay range would likely fall
between $840/hour to $11.13/hour, but the actual pay grade would be
determined if Council approved the position and after the job description was
rated according to the comparable worth system. Simola also noted that the
current personnel policy requires that the position be posted for applications
from present City employees.
Mayor Fyle suggested that the position be increased from half-time to 3/4
time for a year before making it a full-time position. Staff responded that
supervisors must spend time driving to city hall for secretarial support in the
afternoon after Beth has left for the day. This would be eliminated if the
position was full-time. In addition, the public would be served more
efficiently with a full-time secretary in the public works department.
AFTER DISCUSSION, A MOTION WAS MADE BY BRIAN STUMPF AND
SECONDED BY TOM PERRAULT TO AUTHORIZE THE CITY ADMINISTRATOR
AND PUBLIC WORKS DIRECTOR TO PREPARE A JOB DESCRIPTION FOR A
FULILTEME PUBLIC WORKS SECRETARY, RATE THE JOB UNDER THE
COMPARABLE WORTH PROGRAM, AND POST THE JOB OPENING FOR
APPLICATIONS FROM PRESENT EMPLOYEES. Voting in favor. Brian Stumpf,
Tom Perrault, Shirley Anderson, Clint Herbst. Opposed: Brad Fyle. It was
Fyle's view that the position should be increased to 3/4 time rather than full-
time. Motion passed.
15. (nnitideiratinnnfnuthnri7inothAhiring of n ad itio al puhhe wnr a
kJP.partm&nteJnnln�y„ .
Public Works Director John Simola reported that the last full-time position
added to the street and parks department was in December of 1984. The
growth over the past ten years in additional roads, storm sewers, ponds,
drainage ditches, parks, and buildings has placed significant additional
workloads on the street and parks department, and an additional Operator/
Mechanic is needed. Simola noted that the pay range would be $11.88/hour
to $14.82/hour.
AFTER DISCUSSION, A MOTION WAS MADE BY CLINT HERBST AND
SECONDED BY TOM PERRAULT TO AUTHORIZE HIRING OF AN ADDITIONAL
OPERATOR/MECHANIC POSITION IN THE PUBLIC WORKS DEPARTMENT.
Motion carried unanimously.
18. Co aidorat_nn of renewing mntmet with Hoglund Conch Linga for pmdding
Heartland Fxpregg hug service.
Assistant Administrator O'Neill reported that the current contract between
the City and Hoglund Coach Lines is due for renewal for bus servioe in 1998.
Page 9 0
Council Minutes - 12/11/95
The proposed contract called for an increase from $22.88/hr to $23.43/hr for
transportation service in 1998. The formal bidding process will be required
to take place in the fall of 1998 for selection of a service provider for 1997.
O'Neill noted that the bus system is operating well with solid and consistent
ridership numbers and that ridership will likely increase when the
Mississippi Shores housing project is oompleted.
AFTER DISCUSSION, A MOTION WAS MADE BY SHIRLEY ANDERSON AND
SECONDED BY BRIAN STUMPF TO RENEW THE TRANSPORTATION
CONTRACT WITH HOOLUND COACH LINES AT $M.431HOUR FOR 1998 BUS
SERVICE. Motion carried unanimously.
17. ConairlAratian of billia for the month of December to date.
AFTER DISCUSSION, A MOTION WAS MADE BY SHIRLEY ANDERSON AND
SECONDED BY CLINT HERBST TO APPROVE THE PARTIAL LIST OF BINS
FOR THE MONTH OF DECEMBER AS PRESENTED. Motion carried
unanimously.
There being no further business, the meeting adjourned.
Karen Doty
Office Manager
Page 10 (P
Council Agenda - 1/8/96
3A. QMgiderallon of cbangg order #1 for Mghway 25ISchool Boulevard
turn lanes . Prosect OMM (C.L.)
During the design phase of School Boulevard, there was uncertainty as to
whether or not a turn lane and a bypass lane on Highway 25 would be
required at School Boulevard. In an effort to keep the project on schedule,
the project was bid without these improvements to Highway 25. MNIDOT's
subsequent review found the lanes to be necessary, and they also stipulated
that the work be done in the fall of 1995. The contractor agreed to do all
work as per the bid unit prices when they were available. Items 11 and 12 of
change order #1 are negotiated prices. The total cost of the change order is
$10,678.10.
Approve change order 01 in the amount of $10,678.10 on Project 95-
03C as proposed.
C_ QI'AFF ..� .NDATION:
Staff recommends that change order 01 be approved.
n. RUPPORTINO DATA:
Copy of change order # 1.
V OU C•E0`DE I AIL 1181
Esttste Voucher outer: 3 Project: timl80, NT8EE11. UTIIITIEt • AP1 11,4411 UM
000 Project twbar: 5579.00 CIIT OF M01TICELLO DEW. 40.: 95.OSC
for •0001 •OLLE" D - W 222.185-01
Cl" 0 E•tt IcELLO
mFAULE E - C1A•C[ 0.OEt
Contract
Contrect
Capieted leis North
Itm "t •e o4wiptlen
hwarKitV Units
Unit Price
tad Moe nEntlty
Tout
.........................................................
1 21114.505 MM •ITI/IIEOUS P4VEOW
............................................
1060 GO TO
1.00
1,060.00
0
.............
0.80
2 2106.513 8WIE0 •IVUMIM • PAVEMENT
8 LIE Of
O.SO
12.50
0
0.00
3 2105.501 C 1 EICAVA110M
UO G) ID
3:J
•W.00
0
0.00
4 2211.501 AODEGETE •4Q CLASS S
210 TO
6,61
060.10
0
0.00
S 2360.500 If1E 41 WMIW OJ81AF 01)(IM
110 to
10.61
2,110.10
0
0.00
6 860.514 ITR 31 SASE m1E11 M11TM
140 won
18.62
2,613.80
•
0.00
2 282.502 OIFUIIIW8 1MTE11AL RE TAR EMT
60 41111.0
1.00
60.00
8
0.00
0 Div 11 UIDIEi
.3 ACBE
150.00
225.00
•
0.80
9 0564.402 PMVRIEY1 NESIAGr tE167T 4EE01) EPO•T
2 EACH
M.00
500.00
•
0.00
10 8564.603 Ir 601.111 LOW IEIIE-MINT
12E0 LIN n
8.07
110.60
0
0.00
I1 •566.605 4- NMI LIQ WI WE•PAINT
250 LIE Of
8.50
125.00
0
0.80
I2 LPEC IKOWILIUf10•/TWPIC O180L
1 U
2,000.00
2,000.80
0
0.80
TOIAL tC1EDULE E - OUNCE Ot0C8
10,41•�10
000
E•AEl TOTAL
• 1,031,A7.03
6 1]O,SY.B
Nora
o
Mu: oclow 31, 1195
0
N
m
m
total to onto
UMntitV late( Pries
0 0.00
0 0.00
0 0.•0
0 0.00
6 0.00
6 0.00
• 0.00
• 0.00
• •.DO
• 8.00
• B.OD
0 0.00
• •69,153.20
0
b
0
W
O 1. 05. Se 1 1 : 041km .0814 A®®OC
Charge Ordar No: 1
Project: Schad BOLAWAM - S,A.P. 224.10541
Owner. Cay of Monticello
Cormador: Barberoaaa 8 Sons. Inc
P.O. Born 367
11OW 03rd Avenue North
Oasm MN 68360
P O 1
CHANGE ORDER
_ Cky Pro)eot Na 9&WC
OSM Pr*d Na 6670.00
Oats of Issuance: Nwernber 3, 1006
EnpNasr. O^SdulaFMaysron
and Assoctatas, Inc.
I
You aro dlrectsd to nuke the foBorMg changes In the Contract Dommon a:
DescrIption:
Rrnove adaling shoulder nat&W an T.M. 25 and replace wkh addkloral pass 8 aggrpe4 end
bkununoua. PmAde paint errIDM and W reMontbn
as needed.
Purpose of Charge Order:
Add turn Isne to T.H. 25 as directed by Mn/DOT.
Anwhnha tv OWI doumwaa supporlMlg change):
Charge Order No. t quarrAW and prices.
y CHANGE IN CONTRACT Pi110E
CHANGE IN CONTRACT TIME
Odg4rl Contreot Prtoe: 11,020,710.08
Original Connect TMH:
October 18, 1996/June 1, 1006
Prwbus Charge Orders No. to Na :
No Change horn Previous Change Orders:
t b
d-
conoaol Prise Prior to tide Changs Order.
Contract Tlrre Prior to this Charge Order:
11,020,710.08
No Incase" (Decrease) of thle pang Order
Net Inaana (gisivo e) of Change Order
110,870.10
O-
ContrW Price wkh d Appwsd Changs Orders;
Corarsot Time with Approved Charge Orden:
11,031.307.06
October 16. 1005/4" 1, 1008
R000mnwd.d Or.
Approved By:
Approved By: Appievsd By. Data at Courroe Action:
(Cby Eng4+W I (GN Msnaper) I
Council Agenda - 1/8/98
apldientlon for construction of 1.94 pedestrian crossing sand Vathwa
seaments.
A- F.F .RFN .F. AND BACKGROUND:
City staff requests Council consideration of a proposal to request ISTEA
funding for the purpose of construction of a pedestrian bridge over I-94 at or
near County Road 118. The application would also include a request for
funding of pathway segments along County Road 118 from CSAH 76 (at
Riverroad Plaza) to School Boulevard (Middle School) and would include
pathway segments connecting the Meadow Oak/Eastwood Knoll/Oak Ridge
neighborhoods to the school campus area. As you may recall, a portion of the
cost to install both of the pathway segments mentioned above was included
in the 1996 budget ($30,000). Under the ISTEA proposal, the money
budgeted would be used to offset a portion of the City share of the project
cost. Please note that under this ISTEA-funded proposal, actual construction
activities would not occur until 1998.
It is anticipated that entrance and exit ramps at County Road 118 will be
installed at some point in the future. According to studies to date,
introduction of the ramps will not create sufficient additional traffic in the
short-term to justify widening of the bridge to serve the vehicular traffic.
This is good news because the cost to widen the bridge to accommodate
vehicular and pedestrian traffic is very expensive and may not be necessary
until a full interchange is built. However, the additional traffic created by
introduction of the ramps will make it even more difficult for pedestrian and
bike traffic to negotiate the bridge, thus the need for the pedestrian bridge.
In the future, if the bridge is widened, the cost to widen the bridge will be
reduced because it will not need to be built to accommodate pedestrian
traffic.
According to Bret Weiss, the cost to construct the pathway segments and
bridge section is estimated at $400,000, not including engineering and
inspection. Engineering and inspection fees are estimated at 26% of
construction coat, which is $100,000. If the City pays 20% of this cost and
engineering fees and inspection expenses, the total cost to the City for the
entire project will amount to $180,000. Funds for this project would come
from budget years 1996 ($30,000), 1987 ($76,000), and 1998 ($76,000).
B_ ALTERNATIVE ACTIONS;
Motion to authorize City staff to submit a request for ILnding fbr the
project described above and authorizo allocation of 20% (minimum) of
the project cost.
Council Agenda • 1/8M
Under this alternative, City staff would prepare the application, which
is due January 16, 1996. Between now and the 16th, we will discuss
the matter with the County to determine the level of support. If the
County does not support the project, then the application would not be
submitted.
Motion to deny authorization for staff to submit a request for funding.
C. STAFF F..O NDATION:
The City has nothing to lose by applying for the funds. We have gained
significant experience with the ISTEA program through completion of the
pathway system to date and believe this experience will serve us well in
efficiently completing another project. The need for the improvements has
been demonstrated, and the City has nothing to lose by applying for funding
assistance; therefore, staff recommends alternative 01.
Area map.
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Council Agenda - 1/8/98
sA. Consideration of setting firefighter's wages at g7 per honr for sill fire
caul. (R.WJ
The Monticello Joint Fire Board recently met to review the proposed 1996
fire department budget; and at that meeting, the Joint Fire Board was
presented with a request from fire department members that consideration
be given to increase the wages paid to firefighters to a straight $7 per hour.
Presently, the firefighter's have been receiving $7 per hour for the first hour
of a fire and $6 for each additional hour. This has been the pay structure for
a long time, and the Joint Fire Board was in agreement with the request to
increase to a consistent $7 per hour.
The present wage arrangement has been in effect prior to February 1982,
which was the last time the fire department had requested an increase. At
that time, the Council chose to leave the pay arrangement as is from the
requested increase to $8 per hour for all hours.
As I noted during the budget workshops, the increase for the second hour of a
fire from $b to $7 would not have as dramatic effect as it may seem in that
most of the fire calls are one hour or less. In reviewing the wages for all fires
in 1994, if all wages would have been paid at $7 per hour, it would have
amounted to approximately a 9.7% increase for the entire wages. While the
increase from $5 to $7 per hour is actually a 40% increase, the number of
fires that last longer than one hour are usually small in comparison to the
total fire calls. As part of the 1996 budget, the salaries included sufficient
funding to accommodate this increase if the Council approves. To
accommodate the increase in 1996, the capital outlay budget of the fire
department was reduced by $3,000 to provide sufficient funds for this
increase.
Approve an increase in the salaries for the second hour of a fire call
from $8 to $7.
Do not approve the increase at this time.
The Montioello Joint Fire Board recommended that Monticello Township and
the City Council consider increasing the wages across the board to $7 per
hour for each hour of a fire from the present $7 for the first hour and $5 fbr
Council Agenda - V8/96
each additional hour. The Joint Board felt that there had not been an
increase in the reimbursement for over 13 years and to have a consistent rate
seemed appropriate at this time.
None.
EW/NG ENGINEERING COMPANY
6200 N. 77drtpNirA Stan
%bINWk-4 R'& 53109
(414) 461•1703
January 4, 1996
Mr. John Simola
Public Works Director
City of Monticello
250 East Broadway
Monticello, MN 55362-9245
Re: Prequalification/Aeration Testing - Sunny Fresh Foods
Dear John,
Ewing Engineering Company is a small consulting firm specializing in
both process water and clean water testing of aeration equipment. In 1981
our firm developed offgas analysis hardware specifically suited to the
evaluation of diffused aeration systems installed in wastewater treatment
facilities. In the intervening period between 1981 and 1996 offgas
analysis has gained a position of prominence in evaluating operating
aeration systems under process conditions and Ewing Engineering Company has
become a recognized leader in evaluating the performance of aeration
systems.
Recently we have been working with Mr. Robert Poplin of HDR
Engineering, Inc. in developing prequalification procedures to be used in
selecting a ouitoble aeration vendor to supply energy efficient and
reliable equipment for the treatment of Sunny Fresh Foods wastewater using
aequencing batch reactor (SBR) technology. In this connection Bob Poplin
has asked us to submit a scope of services and associated coots for
y providing the requested services.
C? -S)
SWING
FIVGINEW"G COMPANY
Mr. John Simola
January 4, 1996
i Page 2
Based on previous discussion with Bob I believe Ewing Engineering
Company's scope of services include assisting HDR Engineering in preparing
the prequalification specification/aeration testing document, two (2) site
visits of one week each to conduct the specified clean water and process
water tests, data analysis and the preparation and submission of a written
report presenting the findings of the site tests.
The proposed test program requires transporting a substantial quantity
of equipment to the test site including the offgas analyzer, DO meters, air
flow measurement meters and a variety of ancillary gear including extension
cords, a vacuum source, miscellaneous test fixtures, and deoxygenation
chemicals to conduct the clean water portion of the test program. The test
regime specified in the prequalification documents will require
approximately 40 to 60 man-hours of effort to generate reliable test
results. Due to the experimental nature of the test program, unexpected
problems are likely to occur and result in uncertainty regarding the period
of time required to obtain the desired information.
It is further expect that a substantial effort will be required to
analyze the data obtained and generate a comprehensive written report
identifying the results obtained.
Ewing Engineering Company proposes to fulfill the above scope of
activities for a lump sum fixed fee of 116,000. If preferred, Ewing
Engineering Company will conduct tho above project on a time and materials
basis including out-of-pocket expenses. Our current schedule of fees is
attached for your reference, along with some brief information about Ewing
Engineering Company and its personnel. Terms of payment are net 30 days
following receipt of invoico.
EvVzt ;
EWII MWC GOMPAIVY
Mr.John Simola
i January 4, 1996
r Page 3
Should you have any questions or require additional detail, please let
us know.
Best regards,
EWING ENGINEERING COMPANY
PAL�
David T. Redmon
DTR/k
cc: Robert Peplin
Lloyd Ewing
EWBW
BVGINEM G COMPANY
SCHEDULE OF FESS
FOR ENGINEERING SERVICES
PROVIDED DURING 1996
Lloyd Ewing $98.00/hour
David T. Redmon $88.50/hour
Joseph Kitzinger $68.40/hour
Kathleen N. Busack $58.40/hour
EWING ENGINEERING COMPANY
Established 1947
• zuVA �z,
EQU PMENT DESIGN
WA
ANALYSIS
6200 North 39th St=t
P.O. Boz 09037
Milwaukee, %corrin 53209.9037
414-461.2205
EWIM
F.NGINFFRWG COMPANY
BIOGRAPHICAL INFORMATION
EWING ENGINEERING COMPANY
Lloyd Ewing, David Redmon, Joseph Kitzinger and Kathleen Busack
BACKGROUND
Ewing Engineering Company was organized by Reid and Lloyd Ewing in 1947. From
that time to the present, It has been engaged principally in the development and design
of equipment, products and processes In a number of Industrial fields including pulp and
paper, ceramics, plastics, unit processes, combustion, heat and mass transfer, underground
piping technology and wastewater collection and treatment. In the last twenty-five years,
the principal commitment has been to the latter two categories. The activities in these
areas have Included design, development, and application of piping, and of biological
treatment processes, Including nutrient removal, advanced wastewater treatment, aeration
and oxygen transfer.
In the 1970'x, the Company was quite active In clean water performance testing of
diffused aeration systems, both shop and full-scale. Several papers dealing with clean
water aerator performance and data analysis and Interpretation, were a direct result of this
work.
In 1978, Ewing Engineering Company became active members of the EPA -ASCE Steering
Committee on Oxygen Transfer Standards and continue as such today. The Initial goal of
the committee was to develop standardized clean water test procedures, and subsequently
the emphasis shifted to the development and evaluation of various process water methods
I to measure aerator performance under field conditions. This assignment was undertaken
by a task group of the Joint committee, the scope of which was broadened to Include the
related technology of measurement of VOC emissions from wastewater treatment plants.
EWLVG
ENCINEERQIIC GOWANY
Ewing Engineering Company Biographical Information
Page 2
Ewing Engineering Company has been active In the activities of this task group since Its
Inception.
Prior to, and In anticipation of the process water evaluation, Ewing Engineering
Company developed an Offgas Analyzer (1981) using state of the art technology, to measure
diffused aeration system performance. As a part of the EPA -ASCE Project, the offgas
method was tested In parallel with radioactive and non -radioactive tracer techniques, steady
state respiration rate methods, and non -steady state methods, and found to be an excellent
test procedure and In many applications, the method of choice. This method, and the
equipment of our development and manufacture, was adopted in an extensive, 2 1/2 year
EPA -ASCE Study of fine pore diffusers, as the standard test method. Since that time P
offgas analysis has become the test method of choice In evaluating the process water
performance of a wide variety of commercially available aeration systems.
Over the years Ewing Engineering Company hes developed a substantial database as
it regards field performance of a variety of aeration devices Including ceramic plates,
domes and discs, static tubes, jet aerators, porous plastic tubes, ceramic tubes, flexible
membranes, sparged turbines, draft tube submerged turbines, lagoon aeration tubing and
fixed orifice coarse bubble devices for municipal and Industrial applications. The above
systems have been tested In a variety of configurations.
During the past fourteen years, Ewing Engineering Company hes developed methods
and equipment for quantitatively characterizing fine pore diffusers, Including ceramic, resin
bonded, plastic media, and membrane tubes and discs. These procedures Include the
q dynamic wet pressure test, bubble release vacuum test, air flow profile tests, effective flux
rate and foulant analysis. All of these methods have gained acceptance by the engineering
community. In applying these methods, a significant database has been developed Including
EVILVc
EVCHYZERING COMPANY
Ewing Engineering Company Biographical Information
Page 3
not only the performance of diffusion equipment in various wastewaters, but also the
factors of Influence and consequences of fouling and cleaning of fine pore diffusers.
Ewing Engineering Company has also developed pilot scale steady state test
procedures for clean water and mixed liquor applications employing offgas analysis. The
clean water method has been used not only to very accurately measure the relative
performance of a variety of diffused air devices, but also to measure the effect on transfer
efficiency of diffuser fouling and maintenance procedures, as well as, basic diffuser design.
The method is simple, accurate, fast, economical, and remarkably precise.
The mixed liquor steady state column test procedure has been used to assess alpha
and oxygen uptake rate (OUR) at In excess of thirty plants. The portable equipment Is
taken to the site In question, primarily to appraise site specific alpha values to be used
In the design of new and aeration system retrofit applications.
The Company presently enjoys a clientele of wide range of Interests, Including
Industrial establishments, equipment manufacturers, engineering firms, governmental
entities, and regulatory agencies, both domestic and abroad.
E WLVG
EVGi'NmQnVG COMPANY
LLOYD ENING
President
Born 1915, near Wausau, Wisconsin
Bachelor of Science Degree in Chemical Engineering
Massachusetts Institute of Technology, 1936
P.E. - Wisconsin, 1954
1938-1946 - Paper Machine Hand - Project Engineer,
Longview Fiber Company, Longview, Washington
1)
1942-1946 - U.S. Navy - Exit Lieutenant, Senior Grade
�- Various deck, engineering, deep am dlving and salvage assignments
1947-1956 - Vice President, Ewing Engineering Company
Milwaukee, Wisconsin
1958 -Present - President, Ewing Engineering Company
Milwaukee, Wisconsin
1956-1966 - Concurrently had responsibilities of Vice President - Engineering, Kyova
Pipe Company, Irontown, Ohio
and
1967-1971 - ExecutiveVice President, Water Pollution Control Corporation, Milwaukee,
Wisconsin
EWLVG
BVCINE9U G COMPANY
I Lloyd Ewing - Conrinued
One of the founders of Kyova Pipe Company. Initially a manufacturer of drainage
pipe and conduit, subsequently developed Into multi -product pipe manufacturer of a number
of underground and above ground pipe products including draln waste and vent, water
distribution, well casing, conduit, sewer and drainage pipe. Materials of construction
Included fiber, plastic and composite materials.
For Kyova, supervised design and specification of all their production equipment and
after start up, directed most of their research and development effort, which resulted in
various commercially successful underground pipe and conduit products. Much of our
activity In this period was In the evaluation, design and application of plastic materials and
composites. Kyova was acquired by Ashland 011 Company in 1988.
In 1967, one of the organizers of water Pollution Control Corporation of Milwaukee,
Wisconsin, a manufacturer of wastewater treatment equipment. Since then to the present,
Ewing Engineering Company has contributed significantly to their research and development
activity, much of which has Included design and application of plastics.
He has been and continues to be active In a number of ASTM committees Including
D-10 plastics, F-17 plastic pipe, as well as numerous pipe and electrical conduit committees
Involving PVC, ABS, and pipe installation, and chairman of subcommittees Including
composite pipe and pipe stiffness. Although our Immediate recent activities have been
principally devoted to wastewater treatment and technology, you may also perceive that the
earlier activities were more predominately engaged In plastic products standards, evaluation
and development.
EWIM
BvcINmeQvc COMPANY
Lloyd Ewing - Continued
Active In various technical societies Including American Society for Testing and
Materials (ASTM), American Institute of Chemical Engineers (AIChE), Society of Plastic
Engineers (SPI), Water Environment Federation (WEF), American Chemical Society (ACS), and
the Technical Association of Pulp and Paper Industry (TAPPI).
Author of numerous patents and publications In fields of pulp and paper, plastics,
ceramics, underground piping and drainage, wastewater treatment, aeration and oxygen
transfer.
EVVMG
ENGINmwvc COMPANY
DAVID T. REDNW
Executive Vice President
Born 1948, Appleton, Wisconsin
Bachelor of Science Degree in Civil Engineering
Marquette University, 1972
Master of Science Degree In Civil Engineering
Marquette University, 1978
P. E. - State of Wisconsin
1972-1973 - Attended Graduate School, Marquette University,
Environmental Engineering -
More particularly, Water and Wastewater Treatment
1973 -Present - Project Engineer, Ewing Engineering Company,
Milwaukee, Wisconsin
1978 -Present - Vice President, Ewing Engineering Company
Milwaukee, Wisconsin
During his period of employment, he has been active In all of the activities of Ewing
Engineering Company In the general areas of wastewater collection and treatment and In
the application of plastica to piping and related systems. He has served as project leader
in many of the company's major assignments.
Me Is presently a Steering Committee Member of the ASCE Oxygen Transfer Standard
Subcommittee and has been since Its Inception In 1979.
EWZiVG
avGZ1VEV Avc COMPANY
David T. Redmon - Continued
He has been active In the area of fine bubble grid aeration and has participated In
the development of a commercially successful fine bubble grid aeration system.
During the development of this equipment, he has helped generate new methods of
analyzing porous diffuser elements. These techniques have subsequently been used
extensively in measurement of diffuser fouling tendencies of porous diffusers at numerous
locations throughout the U.S. These methods are also used to determine the extent and
nature of fouling, as well as to assess the effectiveness of various cleaning methods.
He has been active In the company's projects Involving cleaning and fouling of fine
bubble diffusers and has helped to Invent and develop In-situ cleaning techniques for
ceramic diffusers.
He has been Instrumental In the company's development of apparatus and methodology
to evaluate submerged diffusion equipment In operating wastewater treatment plants using
offgas techniques. He has been In charge of the company's offgas testing program and has
applied this technique to a wide variety of aeration devices at wastewater treatment
systems throughout the U.S., Canada and Europe.
He has contributed significantly to the company's assignments In troubleshooting
aeration systems, and In training wastewater treatment plant personnel to monitor diffuser
fouling and to maintain fine bubble diffuser elements.
Principal Areas of Endeavor:
Applied R&D In wastewater collection and treatment Including biological treatment
processes, nutrient removal, advanced wastewater treatment and aeration and oxygen
tranofer. Several patents and technical publications in the field of aeration and oxygen
transfer.
7 Member of American Society of Civil Engineers (ASCE) and Water Environment
Federation (WEF).
EWLNC
ENGhVE& UNG COMPANY
JOSEPH A. KZTZZHGER
Born 1955, Milwaukee, Wisconsin
Bachelor of Science Degree In Biology and Psychology,
University of Wisconsin - Oshkosh, December, 1977
1978 -Present - Project Engineer, Ewing Engineering Company
Milwaukee, Wisconsin
Principal Areas of Endeavor.
Testing and evaluation of materials, processes and products, Including equipment for
the aeration and treatment of wastewater.
EWVVG
MVCIAEMWC COMPANY
K4THLEEN M. BLOWK
Born 1958, Milwaukee, Wisconsin
Bachelor of Science Degree In Geology,
University of Wisconsin - Milwaukee, 1983
1978-1988 - Accounting, Inryco Construction Company,
Milwaukee, Wisconsin
1982-1985 - Secretarial, Bookkeeping, Engineer in Training,
Ewing Engineering Company, Milwaukee, Wisconsin
1985 -Present - Office Management, Project Engineer,
Ewing Engineering Company, Milwaukee, Wisconsin
Principal Areas of Endeavor:
Office management, chemical and physical testing, data analysis and computer science.
EWLVG
BVGLN UZDVG COMPAIVY
SELECTED ASSIGNMENTS INVOLVING FIELD AERATION TESTING
Industrial -
A Petroleum Company -
- Offgas Testing and Diffuser Testing
A Food Manufacturer -
- Offgas Testing - Connecticut
Retrofit Consideration
Paper MITI - Offgas Testing - Wisconsin
Paper MITI - Alpha Column Testing with Offgas - Georgia
Paper MITI - Diffuser Cleaning - U.P. Michigan
Paper MITI - Alpha Column Testing - Wlsconsln
Paper Mill - Alpha Column Testing - Wisconsin
Paper Mill - Full Scale Offgas Testing of
Aspirating Aerators - South Carolina
" Chemical Company -
- Offgas Testing - West Virginia
Brewery - Comparative Side by Side Offgas Testing -
New York
Brewery - Full Scale Offgas Testing and Alpha Column Tests -
North Carolina
Brewery - Full Scale Offgas Testing and Alpha Column
Tests - Georgia
Equipment Manufacturers -
Gray Engineering Company -
Offgas Testing
Diffuser Testing
Pilot Plant Diffuser Evaluation
EWLVG
ErvCmEUwG COMPANY
Selected Assignments Involving Field Aeration Testing
Equipment Manufacturers - Continued
Aero-Cleve-Pentech -
- Offgas Testing of Large Jet System
Sanitaire - WPCC -
- Diffuser Fouling, Cleaning and Offgas Testing
- Fine Pore Diffuser Development and Application
- Alpha Column Testing
- Comparative Field Diffuser Evaluations
Aeration Industries -
Innova-Tech -
- Mixing and Velocity Testa
Offgas Testing - Virginia (Total Barrier
Oxidation Ditch)
Philadelphia Mixers -
- Oxygen Transfer Test Witness
EIMCO Process Equipment Company -
- Offgas Testing (Membrane Disc Diffuser System)
Diffuser Fouling and Cleaning
Alpha Column Testing
Mixing Equipment Company -
- Offgae Testing, (Draft Tube Sparged Turbine)
Engineering Firms -
CM2M-Mill - Diffuser Fouling and Cleaning
- Diffuser Offgas Testing
Midstates Associates - Baraboo, Wisconsin
- Offgas Testing - Looped Reactor with Jeto
EVIM
BVG1AfEiRWG COMPANY
Selected Assignments Involving Field Aeration Testing
Engineering Firms - Continued
Camp, Dresser, and McKee -
- Offgas Testing - Several Locations
Offgas Testing (Pure Oxygen) - Tennessee
Donohue and Associates - Sheboygan, Wisconsin
- Offgas Testing - Wisconsin
- Diffuser Monitoring
- Full Scale Offgas Testing and Alpha Column
Testing - Wisconsin
- Full Scale Offgas Testing - Pennsylvania,
North Carolina, and Iowa
- Alpha Column Testing - Illinois
- Comparative Field Diffuser Evaluation
Brown and Caldwell -
- Side by Side Comparative process water testing
of Diffusion Systems
- Dispersion Tests on Aeration Basin
Carollo Engineers, Phoenix -
- Offgas Testing - Arizona
Diffuser Cleaning Evaluation
- Offgas Testing - Los Angeles
Diffuser Cleaning Evaluation
Greeley and Hansen -
- Offgas Testing - Arizona
Alan Plummer and Associates -
i - Offgas Testing - Texas
- Diffuser Cleaning Evaluation
EWVVG
EWINE& nvc COMPANY
Selected Assignments Involving Field Aeration Testing
Engineering Firms - Continued
Parkhill, Smith and Cooper -
- Offgas Testing - Texas
- Lagoon Tubing System Testing - Texas
Consoer, Townsend and Associates -
- Full Scale Offgas Testing
- Alpha Column Testing
- Pennsylvania, Iowa, and Illinois
Eby Construction -
- Full Scale Offgas Testing - Texas
McMahon and Associates -
- Full Scale Offgas Testing and Alpha Column
Testing - Indiana
Governmental and Regulatory Agencies -
Mllwaukee Metropolitan Sewerage District -
- Diffuser Fouling and Cleaning
- Oxygen Transfer Testing by Offgas
- Field Transfer Efficiency Evaluations
Madison Metropolitan Sewerage District -
- Diffuser Fouling, Cleaning and
- Oxygen Transfer Efficiency
EPA -ASCE - Offgas Testing
- Diffuser Testing
City of Opelika. Alabama -
- Offgas Testing - Total Barrier Oxidation Ditch
E%7NG
EIVCiIATMWG COMPANY
Selected Assignments Involving Field Aeration Testing
Governmental and Regulatory Agencies - Continued
EI Paso, Texas, Water Utility -
- Offgas Testing - Full Scale and Pilot Powered
Activated Carbon System
Elgin, Illinois, Sanitary District -
- Offgas Testing
Union Sanitary District - Fremont, California
- Offgas Testing
- Offgas Equipment
City of Phoenix -
- Full Scale Offgas Testing
- Diffuser Fouling and Cleaning Evaluation
City of Oconomowoc, Wisconsin -
- Alpha Column Testing
- Full Scale Offgas Testing
Environment Canada -
- Full Scale Offgas Testing
- Diffuser Fouling
City of Ann Arbor, Michigan -
- Full Scale Offgas and Alpha Column Testing
- Diffuser Characterization
Metropolitan Waste Control Commission - Twin Cities, Minnesota
- Diffuser Characterization
- Comparative Field Diffuser Evaluation
EWRVG
EV INEERRVC COMPANY
- Selected Projects and Committees Related to Oxygen Transfer -
` Member EPA -ASCE Oxygen Transfer Standards Committee
- Task Group Clean Water Testing
- Task Group Process Water and VOC Emissions
- Co -Chair Subcommittee with respect to Diffuser Characterization
and Quality Assurance
Member WPCF Task Force on Aeration
(New MOP -5)
Contractor with Dr. W.C. Boyle, and Madison Metropolitan Sewerage
District - -Investigations of Biological Fouling of Ceramic Fine
Bubble Diffusers" - EPA Funded. ,
Contractor on EPA -ASCE Project, "Design Information on Fine Pore
Diffused Aeration%
Contributing authors on the Interim Design Manual on Above
Project. Chapter on Process Water Aeration Performance Database,
and Diffuser Fouling and Cleaning Database.
Contractor on EPA -ASCE Project, "Effect of Permeability on oxygen
Transfer, Fouling and Cleaning of Fine Pore Diffusers" - Monroe,
Wisconsin.
Subcontractor to Donohue and ABsociatee, Olde by side testing of
Y ceramic disc and membrane tube diffusers at Green Bay, Wlaconaln.
(Responsibility - offgas testing, diffuser monitoring and testing,
and data analysis).
Ev1NC
BVGUVEUZ1NG COMPANY
Selected Technical Publications -
1. Ewing, L., "Microscreening Secondary Biological Wastewater Treatment Plant
Effluents", University of Wisconsin, March, 1975.
2. Schmlt, F.L., and Redmon, D.T., "Oxygen Transfer Efficicncy In Deep Tanks",
WPCF, Vol. 47, No. 11, 1975
3. Schmit, F.L., Wren, J.D., and Redmon, D.T., "The Effect of Tank Dimensions and
Diffuser Placement on Oxygen Transfer", WPCF, Vol 50, No. 7, 1978.
4. Ewing, L., and Redmon, D.T., "Testing and Data Analysis of Diffused Aeration
Equipment", WPCF, Vol. 51, No. 10, .1979.
5. Redmon, D.T., Wren, J.D., and Mandt, M.G., "Oxygen Transfer Data
Interpretation: Non -Steady State Clean Water Tests", Proceedings - Workshop
Toward An Oxygen Transfer Standard, EPA -600/9-78-021, Aelloma Conference,
April, 1979.
e. Redmon. D.T., and Boyle, W.C., "Preliminary Findings, Offgas Analysis", ASCE
Oxygen Transfer Standards Committee, Detroit, October 30, 1981.
7. Boyle, W.C., and Redmon, D.T., "Biological Fouling of Fine Bubble Diffusers",
EPA Conference: Operation and Maintenance of POTWs, Chicago, January, 1982.
EWING
E7VGnVEE? G COMPANY
Selected Publications
8. Redman, D.T., Boyle, W.C., and Ewing, L., "Oxygen Transfer Efficiency
Measurements in Mixed Liquor Using Offgas Techniques", WPCF, St. Louis,
October 5, 1982.
9. Ewing, L., "New Directions In Offgas Testing", in: Proceeding of Seminar
Workshop on Aeration System Design, Testing Operation and Control.
EPA -600/9-85-W5.
10. Redman, D.T., "Operation and Maintenance/Troubleshooting", in Proceeding of
Seminar Workshop on Aeration System Design, Testing Operation and Control.
EPA -800/9-85-005.
D
11. Redman, D.T., "Testing Aeration Equipment Under Field Conditions by the
Offgas Procedure", 31st Annual Wastes Engineering Conference, University of
Minnesota, January 25, 1985.
12. Redman, D.T., "Process Water Database", Summary Report: Fine Pore (Fine
Bubble) Aeration Systems, EPA/625/8-85-010.
13. Ewing, L. and Dalgger, O.T., "Operations and Maintenance Considerations",
Summary Report: Fine Pore (Fine Bubble) Aeration Systems, EPA/825/8-85-010.
14. Ullinskey, J.D., Redman, D.T., Hendricks, P.S., and Ambrose, W.A., "Experience
with a Fine Bubble System In a Low SRT Warm Wastewater", WPCF Conference,
Philadelphia, October 7, 1987.
i
EWMG
E1VG S9WG COMPANY
Selected Publications
15. Marx, J.J., Ewing, L., and Thormodsgard, P.E., "Full -Scale Comparison of
Ceramic Disc and Flexible Membrane Tube Diffusers", WPCF Conference,
Philadelphia, October 7, 1987.
18. Boyle, W.C., Hellstrom, B.G., and Ewing, L., "Oxygen Transfer Efficiency
Measurements Using Off -Gas Techniques", IAWPRC International Conference,
Brighton, UK, July, 1988.
17. Redman, D.T., Boyle, W.C., and Hellstrom, B.G., "Experiences In Field Testing A
Variety Of Aeration Equipment In Sweden And In The U.S.A. By Off -Gas
Analysis", IAWPRC International Conference, Brighton, UK, July, 1988.
is. Rleth, M.G., Boyle, W.C., and Ewing, L., "Effects of Selected Design Parameters
on Fouling of Ceramic Diffusers", WPCF Conference, Dallas, October, 1988.
19. Ewing, L., Redman, D.T., and Boyle, W.C., "Oxygen Transfer Measurement by the
Offgas Procedure - Its Development and Application", WPCF Conference, Dallas,
October, 1988.
20. Guard, S., Redmon, D.T., Bryan, D. and Zimmerman, B., "Full -Scale Comparison
of the Changes in Oxygen Transfer Efficiency of Fine Bubble Membrane
Diffusers", WPCF Conference, San Francisco, October, 1989.
21. Ewing Engineering Company, "Characterization of Clean and Fouled Perforated
Membrane Diffusers", EPA CR812167, To Be Published.
y
E%7Nc
6NGIAWEIRWG COMPANY
Selected Publications
A.
22. Redmon, D.T., Melcer, H., Ellefson, G.V, and Ewing, L., "The Effect of
Permeability on Oxygen Transfer Capabilities, Fouling Tendencies, and Cleaning
of Ceramic Air Diffusers," EPA CR812167, Research Journal WEF, Vol. 88, No. 7,
1994,
23. Rleth, M.G., Boyle, W.C., and Ewing, L., "Effects of Selected Design Parameters
on the Fouling characteristics of Ceramic Diffusers Research Journal WPCF,
Vol. 82, No. 7, 1990.
24. Redmon, D.T., and Ewing, L., "Measurement of Oxygen Transfer Efficiency of
Aeration Devices Having a Diffused Air Component using the Offgas Method",
WPCF Conference, Washington, D.C., October, 1990.
25. Powell Groves, K., Slmpkin, T.J., Redmon, D.T., and Ewing, L., "Evaluation of
Oxygen Transfer Efficiency and Alpha -Factor on a Variety of Diffused Aeration
Systeme", WPCF Conference, Washington, D.C., October, 1990.
2e. Redmon, D.T., and Winslow, F.B., " Oxygen Transfer of a 50 HP Aspirating
Propeller Pump Aerator by CMfgas Analysis With and Without Blower Assist',
TAPPI Conference, San Antonio, Texas, April, 1991.
27. Redman, D.T., Nessman, M., and Ewing, L., "Pilot Studies and Full Scale
Performance Evaluation of a Membrane Dlec Aeration System Treating Coated
Paper MITI Wastewater at Repap Wisconsin", 1992 Environmental Conference,
Richmond, Virginia.
Ewuvc
F GIAE UNG COMPANY
Selected Publications
28. Marx, J.J., Ewing, L., and Boyle, W.C., "Considerations for Quality Assurance
Testing of Fine Pore Diffusers", 39th Annual Wastes Engineering Conference,
Bloomington, Minnesota, February, 1993.
29. Daugherty, J., vik, T.E., and Redman, D.T., "Aeration System Retrofit Design
Optimization Procedure," Central States WEF Conference, Oconomowoc, Wisconsin,
May, 1995.
Council Agenda - 1/8/96
ss. Consideration of adopting a resolution a (ling for a nnh i . h ring to
modity Redevelopment Prniert No. l and to modl& TIF DlaMet Nos. 1.1
throng 1.18. (O.K.I
A. RPFRRFNCP AND BACKGROUND,
The City Council is requested to adopt the enclosed resolution calling for a
public hearing on Monday, January 22, 1996, at approximately 7 p.m. The
public hearing is in relationship to the modification of the Central Monticello
Redevelopment Project No. 1 and modification of TIF District Nos. 1-1 through
1-18.
The proposed modified plan was forwarded to the School, County, and
Hospital Districts on December 21,1995. The modification will allow the
HRA to use already available TIF funds to acquire blighted properties within
the Project No. 1 boundary and outside the boundaries of established TIF
Districts. The resolution does not authorize the modification, it only calls for
a public hearing.
A_ ALT_F,RNATfVF ACTIONS:
1. A motion to adopt the enclosed resolution calling for a public hearing
on January 22, 1996, for modification of the Central Monticello
Redevelopment Project No. 1. and TIF District Nos. 1-1 through 1.18.
2. A motion to deny the adoption of the enclosed resolution calling ibr a
public hearing on January 22.
3. A motion to table any action.
C. STAFF F.CO FNDATION:
Staff recommends alternative 01.
D. SUPPORTING DATA:
Copy of resolution for adoption.
RESOLUTION 96 -
RESOLUTION CALLING FOR A PUBLIC HEARING ON THE
MODIFICATION OF THE REDEVELOPMENT PLAN FOR THE
CENTRAL MONTICELLO REDEVELOPMENT PROJECT AND
THE TAX INCREMENT PLANS FOR TAX INCREMENT
FINANCING DISTRICTS 1-1 THROUGH 1.18
WHEREAS, the Housing and Redevelopment Authority in and for the City of
Monticello ("Authority") administers the Central Monticello Redevelopment Project
("Project") and Tax Increment Financing Districts Nos. 1-1 through 1-18 ("TIF
Districts") within the Project pursuant to Minnesota Statutes, Section 469.001 to
469.147 and Sections 469.174 to 469.179 (collectively, the "Acts"); and
WHEREAS, the City Council has determined to consider a modification to the
Redevelopment Plan for the Project and the tax increment financing plans ("TIF
Plans") for the TIF Districts and to hold a public hearing thereon in accordance
with the Acts;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Monticello that:
The City Administrator is authorized and directed to prepare a notice for
publication in the City's official newspaper setting a public hearing before
the City Council on January 22, 1996, at 7 p.m., in the council chambers on
the modified Redevelopment Plan for the Project and the modified TIF Plans.
The notice shall be published in the newspaper at least 10 but not more than
30 days prior to the public hearing, and shall include a map of the Project
and the TIF Districts.
The City Administrator is authorized and directed to transmit a copy of the
modified Redevelopment Plan and TIF Plans to the County Board and School
Board at least 30 days before the date of the public hearing and to take all
other actions necessary to bring the modified Redevelopment Plan and TIF
Plans before the City Council at the time of the public hearing.
Adopted by the City Council this 8th day of January, 1996.
Mayor
City Administrator
5v t�
Council Agenda - 1/8/96
6. Public Hearing-Zonsideration of a request to mems Lots Ban 6.
palcmood Ldnstriel Park 2nd Addition, and to vacate utLty
easements along the currant boundsia- Applicant.WilliMahn
CozV=tJnn (J.O.) -
A RFFERENCF AND RA .KGRO INi);
As you recall, the Willi Hahn Corporation purchased Lots 6 and 6, Oakwood
Industrial Park 2nd Addition, from the City a short while ago to
accommodate construction of a 10,000 sq ft building for warehouse space and
for the capability to expand the facility in the future to include production
operations. In order for the property to be developed as desired, it is
necessary to combine Lots 6 and 6 and to vacate the utility easements along
the current boundary.
City staff has reviewed the storm water and utility plans for the area and
found that the utility easements between Lots 6 and 6 are not needed;
therefore, staff has no objection to allowing the two lots to merge and to grant
the easement vacation as requested.
B. ALTERNATIVE ACTIONS;
1. Motion to approve vacation of the storm water and utility easements
between Lots 6 and 6, Oakwood Industrial Park 2nd Addition, 4,4 c-,
allowing said lots to merge. 8.S SA
2. Motion to deny vacation of the easements.
C. STAFF RFCOMMF.NDATION;
City staff recommends alternative •1.
j, SUPPORTING DATA;
Map data showing subject properties and associated easement vacation
location request.
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Council Agenda - 1/8/96
. W.S. )
The availability of much-needed sludge or biosolids application land is an
issue many cities are faced with. Those cities with mechanical wastewater
treatment plants ultimately need some type of sludge disposal. Many cities
have determined in order to control their own destiny, they must have sites
physically owned and controlled by the City. Buffalo owns their own site and
is looking for more, Big Lake owns their own site, the City of Elk River owns
their own site and are set up for the next design life of their treatment plant
expansion. The City of St. Cloud is currently looking for land to purchase.
The City of Monticello has been dealing with this issue for years. Enormous
amounts of staff time, PSG's time, and services of the City Attorney have
been involved in trying to maintain an inventory of sludge land. All of the
study has taken time, time which the City of Monticello no longer has. If all
of the permitted sites on the Robert Shierts farm which he allows us to use
were available in the spring, we would not be able to empty our sludge
storage tanks. Any type of problems or delays in accessing the Shierts farm
could be detrimental to the City. By fall of this year, with everything going
perfectly, we may not have sufficient storage to make it through the winter of
1996/1997. The City, therefore, needs to take 'firm direction toward nol 'ng
chi gnroblem imm dintel There is certainly not enough time left to take
any significant changes in direction whatsoever. There are not a lot of
options left to us. Enclosed you will find a discussion of the pros and cons of
four of those options.
Based upon a letter from the PCA in December of 1994, the City must own
the property that it applies for a permit for a facility. This is required under
current regulations. In the future, the sludge process will be permitted,
requiring only site management. However, we must work under the rules
that are in statute form today. Once we own the site and have completed the
six or more monitoring wells as necessary, we can apply for a permit for our
facility. It is my understanding that any property that is rented or leased
falls under the same guidelines as a facility, but it appears that the property
owner may have to be the applicant for the facility, which could become very
cumbersome. I have enclosed a copy of the December 13, 1994, letter from
the PCA for your review. Also included are some graphs depicting the actual
needs of sludge application land for the future. The rest of your agenda
packet is a copy of that which was previously sent for the special meeting,
which was to be hold on December 21, 1995. We did not include any of the
Council Agenda - 1/8198
previous agenda items or minutes or updates regarding this issue. Anyone
wishing copies of the complete test of issues regarding sludge going back to
1987 can contact city hall for that information.
City staff and PSG agree that the Bohanon site represents the most viable
option for the City today. The other options do not meet the City's immediate
needs given the anticipated sludge production and time frame to provide for
those needs.
Fr
Council Agenda - 1/8/96
. W.S.)
The market analysis done by Dan Goeman for Ken and Carol Bohanon on the
158 -acre farm determined that the market value of the property would be
$464,000. This included the old farm house, the pole building, the large
storage shed, a new drain field system for the farm house, one farm
residential well, two agricultural wells, including the center pivot, and the
irrigation system. At the meeting with the Bohanons on December 11, they
indicated they were not in a hurry to sell their farm, as Kenny was not
planning on retiring for a few years from his job at the propane gas company
in Monticello, and the income of $30,000 from the land each year by renting
the farm and buildings would be lost after they sold. They indicated that if
they were forced to sell their property at this time, they would like to receive
$600,000.
The City's appraiser, who had also done the appraisal of the Susan Hanford
property for us, determined that the value of the Bohanon Farm would be
approximately $460,000 using the market analysis approach. After
reviewing the appraisal data and the Bohanon's asking price, the biosolids
site committee recommended that staff approach the Bohanons with an offer
of $525,000 and take the position that $460,000 would be paid up front, and
the additional $76,000 of the purchase price would come from the rent over
the next 2.3 years. This would only work, of course, if the City were able to
continue to rent the property and would depend upon whether or not the
renter from Big Lake would continue renting the City -owned property.
Rick and 1 again met with the Bohanons on the evening of December 13 and
conferred the committee's offer to purchase the site at $525,000, with the
actual details of how the payment would be made for the property to be
worked out later. We also asked whether or not the individual renting the
farm would continue to do so if the City owned it. We informed the Bohanons
that if the offer was accepted, the next step would be to ask the City Council
to confirmed the offer. We would then look at working out a purchase
agreement of some sort to determine how payment would be made. We then
asked the Bohanons to get back in touch with us when they had made their
decision.
I received a call from Carol Bohanon on Saturday morning, December 16.
She indicated that they would accept the City's offer of $625,000 and that we
should proceed with taking the offer to the City Council for approval and
then work out the details of the purchase agreement. It is possible that we
would pay a portion of it up tient and then the rest of it over a few years as
8c
Council Agenda - 1/8/96
rent comes in from the property. Mrs. Bohanon also indicated that Jim
Ewing from Big Lake had indicated he would continue renting from the City
whether or not he could continue to grow potatoes, as the land is irrigated,
and the renters of the farm house indicated that they would like to keep
renting also.
Rick attended the Monticello Township Board meeting Monday evening and
updated the Board on the City's negotiations with the Bohanons. It was the
general consensus of the Township Board that the City's acquisition of the
Bohanon property for a biosolide site would be more acceptable than
attempting to acquire the Susan Hanford property on County Road 106.
The Township felt the opposition from neighbors should be leas on the
Bohanon property; and if the City had a willing seller, there would be even
less opposition to our acquisition. While the Township Board stopped short
of endorsing our site selection, they did indicate they would not be in
opposition to our use of this site for sludge purposes at any public hearing
that may be required by the PCA.
The first alternative would be to authorize the drafting of a purchase
agreement with Ken and Carol Bohanon for the purchase of their farm
at Briarwood and West County Road 39 for the sum of with
the conditions of the purchase agreement to be finalized andbrought
to the Council for approval on January 8, 1996. 4i' T ��
The second alternative would be not to enter into a purchase
agreement with the Bohanons but to pursue other methods to acquire
the property or to look at acquiring a different site such as the Susan
Hansford property.
At the suggestion of Tom Perrault, a Councilmember and member of the
biosolids site committee, we looked at a way to inform the neighbors that the
City would be considering purchasing the site at a special meeting on
Thursday evening. I called Laurie Dennie and asked her if she would be
willing to do a small news article and place it in the Monticello Times
regarding the Council discussion for Thursday night about the possible
purchase of the Bohanon farm. This appeared to be a better method than
trying to determine names and addresses of the surrounding individuals.
The public will have every opportunity to review our proposal to use this land
as a biosolide site when the public hearing is called for the PCA permit.
Until then, we need to complete other work on the site such as the six ground
water monitoring wells, additional topographic information, and make actual
Council Agenda - 1/8M
application to the PCA. Although it is not cast in stone that we will be
granted a permit for this site for use as a facility for class 'B' biosolide, we
have not been able to find any reason why it would not be granted a permit,
and it appears that the Monticello Township Board would not be in
opposition to the use of the site assuming it is permitted by the PCA.
This site does offer more tillable acres and better access than the Hanaford
site, but it is also at a higher cost due to having additional amenities besides
the additional land; and since it does have a willing seller, which the
Hanaford site does not have, it appears to be our most logical choice. With
the reduction in acres of the Shierts property, under ideal conditions, we will
not be able to land -apply all of the sludge we have in the spring;
consequently, we would be holding some until fall, at which time, even if the
remaining portions of the Shierts site are still available, we will again be
holding excess from the spring and excess from the fall, and more than likely
would not be able to make it through the winter of 1996.87 without
overflowing, so to speak. This is considering the most ideal conditions occur
at the Shierts farm in as far as crop yields and weather conditions. It is,
therefore, the recommendation of the City Administrator and Public Works
Director that the City Council consider entering into a purchase agreement
for the Ken and Carol Bohanon farm in the amount of $625,000 as outlined
in alterative ill.
Copy of Council update of December 8, 1995.
COUNCIL UPDATE
December 8, 1998
. O.S.)
In September of this year, the City Council authorized investigation of the Bohanon
Farm in the southeast corner of West County Road 39 and Briarwood Avenue for
use as a biosolids landspreading facility. Braun Intertec was commissioned to do
the soils work on the site; and due to the late harvest of the bean crop, we were
unable to complete the field work until the first week of November. The testing
indicates that topsoil on the site is generally 1-1Sh ft thickness, underlain by silty
sands and poorly -graded sands with silt to depths of 2-6 ft. Beneath the upper
horizons, poorly -graded sand was encountered to the depth of the investigation.
The depth of ground water ranged from 27-33 ft beneath the ground's surface in the
three soil borings in which the water level was detected. Based upon Braun
Intertec's report, 6 inches of water -holding capability is obtained 6-10 ft above the
depth to the seasonal high ground water table, which is adequate for the
application of 'class B" biosolids.
Testing of the topsoil pH indicated the soils generally had a pH of 6.0 to 6.1. There
were a couple of exceptions in which a 6.6 and a 6.4 were found, but the 6.0 to 6.1 is
probably an average. A 6.6 is needed for the spreading of "class B" biosolids under
the current MPCA regulations. With the soil boring report, a map of the site, and
all available well data in hand, Kelsie McGuire and myself met with Pat Buford
and EuDale Mathiason of the MPGA to discuss the requirements for permitting a
land biosolids application facility at this site.
Prior to applying for an application of the site, we must own the property either by
deed or contract for deed, and we must install six monitoring wells at the site, two
upgradiant, two on the central portion of the site, and two downgradiant (the
direction of the ground water flow) wells. The estimated costs for these wells with
the first round of sampling is about $12,000. We would have to do a little
additional well investigation to make sure that we have no shallow wells less than
60 ft within 1,000 ft downgradiant from the property. Additionally, Pat indicated
that the new rules, which are in draft form, would reduce the amount of 'class B'
biosolids that can be applied to sites in the future. They also indicated that they
may request that we surface apply in the areas on this farm where the topsoils are
thinner. After surface applying, we could immediately drag or disc to incorporate it
into the immediate surface. We also discussed the soil pH requirements. The new
draft regulations will propose to drop the pH requirement down to 6.0 or less,
maybe even down to the Federal 603 Regulation limit of 6.6. In order to apply in
those areas that aro currently 6.0 and 6.1, we would have to do a tissue analysis of
the plants to determine any cadmium update, which is a heavy metal. Since our
sludge is very low in cadmium and the 603 reg's have already determined that a 6.6
pH would limit heavy metal update, we may be able to use the fields without �^
applying lime.
sLUDOE.UPo: ISVA a Page
The 168 -acre farm of the Bohanon's site in the southeast corner of northeast
Briarwood Avenue and West County Road 39. It was originally a 160 -acre farm,
but there is an individual homesite on the north central portion of the property on
County Road 39, which takes up about 2 acres; and the existing old farmhouse,
along with two storage buildings, takes up another 4 acres. Taking out
approximately 4 acres for road right of -ways leaves around 160 acres of tillable
land. There are three wells included with the property, there is an agricultural
well near one of the storage buildings, there is a well for the farmhouse, and
another large 12 -inch agricultural well with a central pivot and irrigation system in
the center of the property.
We have asked our appraiser for a preliminary verbal opinion of the market value
of the property and also reviewed a market analysis done by Dan Ooeman for
Kenny and Carol Bohanon. We met with the Bohanons on the evening of
December 11. They currently rent out the old farmhouse and both machine sheds,
as well as the land. A farmer in Big Lake rents the land and rotates potatoes and
beans. I believe his lease on the land goes through the next cropping season, and
the rent on the large machinery shed goes through October of 1996. The Bohanons
indicated the rent from the farmhouse, buildings, and land comes to approximately
$30,000 per year. The Bohanons are in no hurry to sell their property; they have
indicated they have had other inquiries about selling it and have indicated they
would like to receive an amount above the market value if they needed to sell before
they are ready.
City staff has discussed this information with the Council Biosolids Site Committee,
made up of Mayor Brad Fyle and Tom Perrault, and we are currently trying to work
up a counteroffer to the Bohanon's asking price which, of course, will have to be
approved by City Council.
Rick has discussed the possible City acquisition of the site with Franklin Denn, the
Monticello Township Chairman. Although Mr. Denn would not speak for the rest of
the Board, he did say that, in his opinion, this site would be more acceptable to the
Township than the Hanaford property. He would discuss it with the Board at their
next meeting.
awnos.Uan: 1WW
Minnesota Pollution Control Agency
December 13, 1994
Mr. John Simola
City of Monticello
City liall
P.O. Box 1147
Monticello, Minnesota 55362-9245
Dear Mr. Simola:
Phis letter is regarding our discussions on permitting options for a sludge land application facility
prior to your ownership of the property. I have discussed this issue with the Permitting Unit, and
have determined that we cannot issue a permit for a facility until the city actually owns the property.
I can, however, assist you by making a determination on the suitability of the facility and inform you
of the general requirements your permit would have if issued. This may provide you with the
information you need to decide if you want to proceed with the purchase of this property.
Please keep in mind that our rules arc changing. We already discussed some of the changes that are
likely to be in the final rule. In your situation, the most important changes will be the nitrogen
management requirements and the elimination of landspreading facilities as defined by our present
rules. If the rules arc adopted as we are proposing, land ownership will no longer determine how a
parcel of land is permitted, rather all land application areas will he handled in the same manner. We
do expect the rules to be in effect by next winter if all goes according to schedule.
I understand that you want to proceed, since there is no guarantee the rules will be issued in time to
benefit your land application program. According to the present rules we cannot permit the facility
until you nre in owner%hip of the property.
If you have any questions or comments, please feel free to contact me at (612) 296-8745.
Sincerely.
Patricia Burford, Sojfl�tist
Municipal Section
Water Quality Division
P13: Is
cc: Kelsic McGuire, Professional Services Group, Inc.
620 Lafayette Rd. N.; St. Paul. MN 651664194; (614) 290-M (voice); (612) 282.6x72 (TTY)
Repbnat Offices: DuMh • 11ainerd • Detroit Laken • Marshall • Rochester G
CQ<W Opparw" Cmpoyw • Rvaed on rarryebd papa cardain ft at toast 10% Mob tram papa racwW by earoumom
law
HANAFORD SITE REQUIREMENTS /
Application for Modification to our NPDES Permit ($85.00 Fee)
The Actual reissued permit will cost half the cost of nonnal permit. Kathy Getty (612) 296-8700
A%ailable Water Holding Capacity
Soil Boring to a depth required to attain 6" of water holding capacity. If bedrock or the
seasonal high water table is reached before 6" is attained, the soil is unsuitable.
Permeability
Must be more than 0.2 inches per hour unless immediately incorporated.
Must be less than 6.0 inches per hour throughout the top five feet.
Borings needed
3 borings on Es area to the west of the intermittent stream
2.3 borings (suMcicni to define wet area to the west of the intermittent stream)
I boring on the Es to the cast of the intermittent stream
2-3 borings (sufficient to define wct area W the cast ofthe intermittent stream)
I each per any other soil type
Soils should be classified to USDA
Use Munsell color chart
Monitoring Welts
Sir monitoring wells would be required under present Minnesota Sludge rules. Future
rules will likely not require monitoring wells in favor of more stringent sludge
management requirements.
2 up•gradicnl, 2 on site. 2 down gradient
Ground Water Quality
One ground water sample is required.
It is advised that if monitoring wells
are installed all 6 should have the
required tests completed.
Required tests are:
pl 1
Conducti%ity 1Nlillintho-�Cm)
Total I Iardness t nig 1. as
cacoo
Alkalinity I mg I. as CaCO� )
Chloridcw (m61.)
Sull'ates imgil.)
Total Organic Carbon (nig l.)
Nitrate (mg,t)
Total Phosphorus (mg1.)
Methylene Blue actite substances I mg, I.)
Total Dissolved Solids onWL)
LAND APPLICATION OPTIONS
When considering the land needed for application of sludge in the Uwe, the assumption that the
process being designed to produce a class 'A' sludge will continually produce a class 'A' sludge
or class 'A' excepfiorW quatity sludge is unrealistic, for the following reasons:
System must be permitted as a class 'A' process.
Sludge mut pass Gass 'A' analysis at the Una of application.
Any process failure could cordarninate the entire inventory of sludge, thus making it a
class W.
System maintenance which will need to be done, could cam the production of a class
B' Sludge.
Metals cordmrcrratbn oould cause a Gass 'B' sludge.
Continue on a handshake agreement with Lt. Sirens, centime to search out other handshake
agreements as our application sites'.
No capital expenditures to buy tand.
Application sites are considered shorter term than facilities and are less costly to permit
and operate.
1. Currently, lose acres we available than needed, does not by itself solve the problem.
2. Farmers would have the option to terminate this agreement at any time without rwtim,
3. Farmers dictate how much we were allowed to apply on and when.
4. Farmers dictate the type of application.
B. Often the ground Is rolling, which Waits the amount of available acres.
8. Drain file is installed in many different areas, which also Waits available acres, and odd
shaped sites.
r. often appacable acres not am" donee and would be almost lmpow" to apply to.
B. On heavier ad sites, application could be Waited by weather and the planting schedule
determined by the farmer.
9. No summer appticaftm are available.
10. RS -9 hes a borderline pH, which could tindt its use In the Niue.
11. The Shferta site Is located on a low bad Hadi township road.
No:
Available acreage for t o 1998 spring epplcetbn of slbpo Is already compromised due to the
fad that one of the three silos perndtted was applied to In the fall of 1998. the second permitted
site has a borderline pH and the third permitted site only hes the capability of handling twoahirds
of the sludge produced this winter.
cw�wio�wwoKvon awl .�
1�
OPMON 112:
Purchase the Shierts farm.
Poston
1. Better control of site and farming operations.
2. Would snow some additional acreage to be applied to.
1. Available acreage for application is small compared to size of farm.
2. Costly to set up and operate as facility due to small irregularly shaped sites.
3. Use Is still limited due to weather and township road load limits.
4. Does not fin current needs for 1998, does not by itself solve the problem.
MON :
Purchase the Bohnnon property.
PosItIM
1. Site offers an extra measure of protection of the ground water (more than required by
MPCA regulation).
2. It Is a facility, which means that the City controls the cropping and application schedule.
3. City In more control of nitrogen loading.
4. Township is more agreeable with this site.
5. Summer application Is possible because the City can control the crop rotation.
8. A ndninwm of 146• acres will be applicable even with the new regulations.
7. Willing seller, condemnation not necessary.
8. MPGA pretirNrhary approval.
9. Flatland.
10. Renters now renting the farm site and land have expressed an interest In aondmft to do
so (income property).
11. Existing buildings could be used for the w site storage of the sludge equtpnheN.
12. Having the additional land would allow for the designating of acreage for the application
of a class 'B' sludge.
13. Fewer dose neighbors, corthparod to other sites.
14. Site should be available for tall 1998 application, pending permitting from MPGA.
16. County Road 39 Is a 9-ton all weather road.
16. Based upon cunord data. Ute site when used with the Shderts site will most the needs of
the City or the design life of the plant expans w.
N9989MRt :
1. Initial capital costa to purchase and permit land.
c no.i i:•oh'.� i;.a��r..,.l ����l,ly _ i�•lI (hull•
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0
OPTION if4:
Condemn the Susan Hanaford Property.
Positive
Site will meet the City's needs for the need decade. but not design Iffe of the plant.
Site offers protection of the ground water (more than required by MPCA).
Land may be lower cost per acre than Bahanon's.
Site offers control of application and farming operations similar to Bohanon's.
Condemnation proceedhhps will have strong opposition.
Lorq-term imohred to cor4emnation as well as newly installed Udgation system.
Site may requtre graft to control nm -oft.
Site tm an bdemdttwd stream, which reduces usable acres to apprordmatey 100 awes.
Site has several dose neighbors to the north.
County Road 108 is bad Iknited to 6 -ton in sprtng.
City may not have necessary time to acquire and permit site.
C WxWN& CHWUNDNV CM auao . r
(iD
A)
THE FOLLOIMND CHARTS ARE ALL BASED ON DATA FROM HDR ( AVERAGE DESIGN DATA) GALLONS OF SLUDGE PRODUCED AND
ACRES REWIRED ARE BASED ON THE PRODUCTION OF A 7 %SOLIDS CONCENTRAMN AND A
AO % REDUCTWN TKROUGH THE DIGESTION PROCESS,
Required Acres For Sludge Appl6fian 1
i
-
�
m G � � D Odl�anlwl Aavl
' � wY w01 � ti ¢OD i.Dr IOC) m 901 Jm m lID m 191 ¢O JTt IDa Alt] Aw tlw 9b IDrl W IDM il9
A 77%Ada# tcb I= bowl AOOad b ALm n@AnO Ala b Ob Yd M APPlraal laYo n DloPtYod o— i APPS'%a Ftlrn'�
tl 100 PnFld a 10.9-P. wwt hs rdpl to OtllJll=PMV uEmbe _( Ane
elven us 471E {
SM j 33 1 IM
j Sludge Stcrage vs. Sludge Produced
! F — — — — — — m — — 191 m t.17 F91 !m nO ITr Mi O�) tCw pw IDN IDIi IDtl Ow O
' Ya
TiLA1Oa %%—"noted 0*01.t dnA.nar Ao ft a. t WW �oaanlrmrq
dt aASNF w VbhMt ..* t bqW -d bdoralh tYlM�
tlraldbq 0l m oPaolllPtalaa b Apaltl aui �o d F6Q'P
j loadD of Sludge Hauled Per rear l
uv �
ren F � mom r.w.
tr im t9 m m m CIO inl ¢w tow ¢N a
r101 � 10 d� ✓9 m til LiID Pr tiw q 9w ¢w
Y�
Tho 3650 UMWO T>d bd NP�fb ti a10—lr —W Wd. TTf GM gd" P/ t>r0 b NPwdm1
M ON —M M— b W[71®o 0 emIFIdF�I oot0nbal
0 H
TR4ES/YEAR
LOADS
LOADS
DAYS
APPLICATION
DATE
WASPROD
SLUDGE PROD.
SLUDGE PROD
SLUDGE
PERYEAR
GPD a 3%
GPD ® 3%
YEARLY ®3%
STORAGE
695
458
40% VOL RED
3
720
1998
12.223
7,134
2.678.8.37
972,DDO
1997
12.656
1,594
2.771.664
972.000
1988
14,007
8,404
3,067,533
972,000
1999
14,440
8.664
3,162,180
972,000
2000
14,872
8.923
3258.988
972,000
2001
15,305
9,183
3,351,796
972,000
2002
15.738
9.443
1,446,622
97'2,000
2003
16,171
9.701
3,541,449
972,000
2004
16,604
9,962
3,638276
972,000
2005
17,037
10,222
3.731,103
972.000
2006
17.470
10.482
3.825,930
972.000
2007
17,90;!
10.742
3,920,757
972.000
2008
16,335
11,001
4,015,365
972.000
2009
18,768
11.261
4,110,192
972.000
2010
10.201
11,521
4,205.019
972,000
2011
19.634
11,750
4,289,846
972.000
2012
20,067
12,040
4,394,671
972.000
2011
20,500
12.300
4,489.500
972,000
2014
20,993
12.596
4,587,467
972.000
2015
21,366
12,820
4.079.154
972,000
2016
21,799
13.079
4.773.981
972,000
2017
22.231
13.339
4.688.589
972.000
2018
22.664
13,598
4.963.418
972.000
2019
23,097
13,658
5,058241
972.000
2020
21.530
14,118
5.153.070
972,000
0 H
TR4ES/YEAR
LOADS
LOADS
DAYS
APPLICATION
IIAUIED
RAUIEO
MAULED
OCCURS
PERYEAR
PERYEAR
PERYEAR
73
01010 LOADS1DA
3850 �S50 GaV o 04 40
3
695
458
70
3
720
474
72
3
797
524
80
3
821
541
82
3
848
557
85
3
871
573
87
4
895
58990
173
4
920
605
92
4
944
622
9438
4
969
6
97
4
991
654
99
4
1018
670
102
4
1043
686
104
4
1068
703
107
4
1092
719
109
4
1117
735
112
5
1141
751
114
6
1166
767
117
5
1194
786
119
5
1215
800
122
6
1240
818
124
5
1265
832
126
5
1289
84 8
129
5
1314
885
131
5
1338
881
134
APPUCArK V4-PPLICATIONAPPL1GTION
Y
ACRES
ACRESAAD
ACRES AAD
AAD
a40%RED
040%RED
25%SAFE
121
73
91
125
75
94
139
83
104
143
86
107
147
88
110
152
91
114
159
904
111
160
96
120
165
99
124
169
101
127
173
104
130
178
107
134
182
109
137
188
112
140
190
114
143
195
117
146
199
119
149
203
122
152
208
125
158
212
127
159
216
130
162
220
132
165
225
135
169
229
137
172
233
140
175
BOMANON SKERTS BOMANONI
ACRES ACRES S10ERTS
ACRES
145 33
145 33
145 33
145 33
145 33
145 33
145 33
145 33
145 33
145 33
145 33
145 33
145 33
145 33
t45 33
145 31
145 33
145 33
145 33
145 33
145 33
145 33
145 33
145 33
145 31
Fq
A yam, ••,
.30
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(Use not otlowea Formsite
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Scale I"= 400'
Council Agenda - 1/8/96
:.� •
Gae Veit is requesting approval of the preliminary plat of the Shingobee
Subdivision, which is a 2 -lot, 2 -acre plat located on the east side of
Highway 25 directly north of the Tom Thumb store. The property currently
is the site of the Subway Shop. The subdivision would result in the Subway
Shop being located on a smaller lot. The new lot created will become the
home of a proposed quick lube facility.
According to city code, the subdivision proposed must be handled through the
platting process and cannot be completed via the simple subdivision process.
This is because the parcel proposed for subdivision results from an earlier
"simple subdivision" which occurred a few years ago. According to code,
properties over 6 acres are eligible for one simple subdivision; after that,
subsequent subdivisions must occur via the platting process.
City staff has reviewed the subdivision for adherence to basic standards and
found that the preliminary plat is designed in a manner consistent with city
code. There are a few unique aspects to the site worth mentioning, which are
as follows:
Although the property has Highway 26 frontage, it does not have
direct access to a public right-of-way. Access is gained across private
property via a private drive. Fortunately, a private easement is in
place that allows access to the Subway Shop site and to the new lot
created. With this situation in mind, the final plat process should
include a requirement that an easement is prepared which allows
access to the Subway Shop across the new lot that is being created.
Private water and sewer utility lines serving the Subway Shop cross
the new lot created by the subdivision. Easements allowing access to
the utility lines serving the Subway Shop will need to be prepared and
recorded in conjunction with the platting process.
As you may know, the City has authorized completion of a
transportation study of the Highway 25 corridor which will include
alternatives for realignment of the Oakwood Drive/Highway 26
intersection. The realignment will require acquisition of Highway 26
frontage. At this point, it does not appear that the proposed site of the
quick lube fhcility will be selected as the point of intersection. This is
because the Silver Fox Motel serves to block an extension of Chelsea
Road from connecting to Highway 25 at the Shingobee plat location.
Council Agenda - 1/8/96
B. Ai.TERNATIVE ACTIONS:
1. Motion to approve the preliminary plat of the Shingobee Subdivison.
Motion to approve is based on the condition that easement
documentation be prepared prior to final plat allowing utility and
drive access to the Subway Shop, and a formal agreement is executed
regarding road maintenance.
This is the alternative recommended by the Planning
Commission.
2. Motion to deny approval of the preliminary plat.
C_ STAFF RECOMMENDATION:
The plat meets code and does not appear to conflict with possible alignments
for the new intersection; therefore, staff recommends approval. It should be
noted that the traffic study is not complete, and there is a remote chance that
the proposed quick lube facility could yet be earmarked for acquisition. If
this becomes the case, the City will need to buy the property at the time that
this determination is made.
Finally, approval of the quick lube facility design will need to occur in the
future via the conditional use permit process.
D. SUPPORTING DATA:
Map of the area; Preliminary plat.
PLAT LOCATION MAP1
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Council Agenda - L8/96
Congideration of a purchase agreement offer - Kruse p -r al. (R.W.)
A few weeks ago I received a call from Mr. Kruse, who indicated that he had
heard the City wanted a purchase agreement proposal in writing on the
possible purchase of his 6 -acre parcel since one had never been officially
prepared At that time, I indicated that unless the purchase price was in the
area of the appraisal amount we had received, I didn't think a written
proposal would do any good and that the City wouldn't be interested at a
high price. In addition, I indicated that I did not feel it was necessary to call
a special meeting of the City Council to consider any proposal on the
purchase of his property unless it was near the appraisal amount.
Around the same time, John Simola and myself were meeting with the
Bohanons concerning the possible acquisition of their farm for a biosolids
site, and a special Council meeting had been tentatively set for Thursday,
December 21, to discuss that issue. Since I knew the special meeting had
already been established, I contacted Mr. Kruse to indicate that if he wanted
to present a final purchase proposal in writing, I would bring this
information to the Council for their consideration since we were already
having the special meeting. While I indicated that the likelihood of the City
still acquiring his property at this time was still only a possibility, we were
still at the point where we could actually change the layout of the plant
design if we were to actually purchase his property.
Because of the anticipated special meeting December 21, Mr. Kruse did
prepare a purchase agreement proposal offering to sell the 6 -acre parcel to
the City for $360,000. In reviewing the purchase agreement, Mr. Kruse
would also want the City to absorb a deferred special assessment for sewer
and water that currently totals almost $22,000. In effect, the City would be
acquiring the property for approximately $382,000 under this proposal, with
$22,000 being existing deferred assessments that we are requested to
assume.
While we are at or very near the point of no return with our design layout, I
thought it was important that the Council take one last look at acquiring this
property if the price was reasonable. I believe Bob Poplin of HDR, along with
John Simola, will be able to provide the Council with additional information
on potential cost savings the City could realize if we were able to relocate the
SBR tanks to a higher elevation and bury the tanks Author in the ground. It
was my understanding that the headworks building coat could be reduced
Council Agenda - 1/8/96
substantially by reducing the height of the building if the SBR tanks were
buried more. Possibly more information will be available on the potential
cost savings that can be used by the Council in any discussions concerning
this purchase offer.
As more of the design and site layout is completed, we are beginning to have
a better idea of the additional costs we are incurring by being limited to the
site we have to work in. As you may recall, the Public Works Director noted
at a special meeting we had in November that the technology exists to build
the plant on our existing property we own; however, the cost of doing so was
unknown at that time.
Accept the purchase agreement offer as presented.
Make a counteroffer if the property is still desirable.
Reject the offer for the final time and continue with the design on our
present property.
As both the Public Works Director and myself have indicated in the past, we
certainly feel this additional property would be beneficial in laying out the
new wastewater treatment plant and would provide adequate land for far
into the future. While we recognize that the City shouldn't have to pay more
than the property is worth, the staff still believes there can be substantial
savings in this WWTP expansion project that would help offset the actual
acquisition cost. The staff is not trying to fbroe the issue on this land
purchase and is only bringing it forward at this time since a purchase
agreement was presented.
Copy of purchase agreement; Minutes of special meeting hold 11/8186.
M
"I
PURCHASE AGREEMENT
iM bn .a. by I" N— Anu+tdan d
fa Ain . — r»Id.rla .al' ..b.ea
77-7—d a.duaa—d .e Ynn
I Dare 12-20-95 _
2 FOpp I d 2 - . _ - _ PPpea
3 RECEIVED OF City of Nonticel to -
.
S K aun d One Dollar Drew. n 1.00 )
B q CHECI /ISI WTE a .ones --V b W d.PW .E upon .cc.phnc. oI Pinch— Apwl. by 0 VrRm on or
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p Sb—A,"— Cty Rd 175 Past *Dim's Othec+orld Lot Approx. 6.4 A.'
w Clh a Monticello . Cau.y d Wright . SutP of N..lawxa,
II Lego y droerlbed m Senn an above
12
U —k,,• an I k—v Pep" • nry. awawd by Seem wb u.M and brWnd m ere Wmarry gerd•n s" P1mft dnna, erld
u beea. de— ands, gam deo — and a al.lpa, +moor Id-. b.rlda 0— vela eaxtwl and dapnV rab, aW he Igvq
15 blue ae bl12.. P.1" h_ — M.Iw, h—v nlwm (w " Pallor. bnit m}d.a orb [dive aeu — a n
10 parmrtm diem. 1, bufl+l w cmww.p eWPa..., ekx9 w a". WxW Soflnw OWNED I RENTED I NONE. aua+l fxYn hba
I) re mrumr.. ArF.p M1 4n..re a..rub a .la ulwaty a srea). R.'W f , X-: w a 1v.n... rad+. TV -
IS wb veep OM14NS: drstnosler. g d.p»aa a ca vxaoaa wan, ma we Ow.l., —e a— hood me.
19 .arvlr, ATTACHED, cwp•a9; mk—s; i.r•0. doo, op.lrr. and tl corlbeb; warala d. cni,; f n0II • r:n.m, dome s+
20 tr.ilbtaa: AND: the 1 0ml P•I.an l MINI I,: None
21 Nota - Thin prnparLy will be hough[ Lhru OOnd-nation
22 at the agreeable prim
m a d .Rr1l aa—f SeA be ale dry aped b w. b R rya b aan d R 360.000.00 1
2. Thrm hundred nixty thouDand A NO/10r _ Dew+.
25 ahch Duym apbna b pay n M Iuk—g mm. Ewmd mal" of f 1.00 _
211 re A 359.999.00 _ cnrl m Jnnuery 51 1996 .,he dra d I—V. rid
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25 Cen...0mW FHA 1M Asenptbn Leaned b D..d OOrr: Note _
20 Tip PucM1 Apedr... 13 IS NOT ptg10 b . ea—,nty .o0adnl (HWrap a I4, w..aacheu add> )
30 1" Pum Apaanan IS tli NOT rA¢1 b c-Log'aIal d a pfoAov .ratrn Pero—e Afire—ad dobe
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9 DEEDMARkETABLE TITLE: UTm psrbrawlc. M B"m, Sea dui dO+ A mArketAblo W—y Der.V
yl Imed n by ONuoo. a e , c-"19 —ka.M. Ade adAeo b
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03 m Delve. (NIG
.D SPECIAL ASSESWKMTS ow be pre a Ib.
41 BUYER AND %ELLER DNALL PRORATE AS OF THE DATE OF CLOSIN01SELLER SHALL RAY ON DATE OF CIAOWO .. n�ablvq
42 d 4wv cs.Term cw0.0 b goreaf .TI Or mal rSal. bm du. we pride n M yw1 W drip
47(OUYER SHALL ASSUMMIS LLER SHALL PAY m d'dl a ckvp tl In. g W — .Reed ea d ee dor d rk.M
M`0UY[R SHALL AfuUW.0 SELLER SHALL PROVIDE FOR PAYACNT OP O+b a—Hin p—V = a ev n d e. W—av b
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51 b If .r dr d F.a Ip— Es. Wn—a M fab HAS NAD NDI m—I a a— d h.rlp .1 a rer pAr' aMwa ..a
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ani aver
b1 wwa Ikrym . Oabtcl I• Dtae /P' ✓� r%f4rywte) Dal.
—1
Special Council Minutes - 11/8/95
Council discussed whether the additional parcel was needed at this time or whether
it could be purchased at a later date. Expansion of the plant without construction
I
was also discussed, along with the possibility that trees on the current
site might need to be removed without the purchase of construction easements. The
Public Works Director noted that technology exists to build the plant without
obtaining easements; however, the cost of doing so was unknown at this time.
AFTER DISCUSSION, A MOTION WAS MADE BY BRIAN STUMPF AND SECONDED BY
CLINT HERBST TO DISCONTINUE THE EFFORT TO ACQUIRE THE 6 -ACRE PARCEL
ADJACENT TO THE TREATMENT PLANT. Voting in favor: Brian Stumpf, Shirley
Anderson, Clint Herbst. Opposed: Brad Fyle, Tom Perrault. Motion passed. It
was the view of Fyle and Perrault that the additional land would create a buffer
zone for neighboring residential properties and would provide additional space and
elevation for the plant expansion.
Brad Fyle noted that the public hearing remained open at this time for public
comment.
A local resident questioned whether the market value of the 6 -acre parcel adjacent
to the plant would be re-evaluated in the future to more closely coincide with the
recent appraisal. Councilmembers noted that it was recommended that the City
Assessor review the parcel in the future.
Mayor Fyle then closed the public hearing.
Council noted that they were satisfied with the SBR technology, and it was
suggested that HDR maintain the original tank size at this time rather than add
additional capacity later.
A MOTION WAS MADE BY BRIAN STUMPF AND SECONDED BY CLINT HERBST TO
ADJOURN THE MEETING. Motion carried unanimously.
Karen Doty
Office Manager
Page 2
191
Council agenda - 118/96
A REFFRENCE AND BACKGROUND:
At the November 13 meeting, the Council approved forwarding a resolution
to MN/DOT requesting that they conduct a traffic study along the recently -
opened School Boulevard between Highway 26 and Fallon Avenue for the
purpose of establishing the appropriate speed limit. It is anticipated that
MN/DOT will not conduct the traffic survey until sometime this spring.
With the public becoming more familiar with the opening of School
Boulevard, the traffic has in reased substantially along this route from
Highway 25 to County Road 118. During the construction of the latest
segment of School Boulevard, a stop sign was installed on School Boulevard
at the Fallon Avenue intersection near Little Mountain Elementary School.
Since the opening of the entire section of the road to the public, this stop sign
was removed from School Boulevard, and traffic is still required to stop on
Fallon Avenue. Concerns were raised by the School Superintendent about
the amount of traffic and the speed they were traveling and felt the four-way
stop sign should be reinstituted at this intersection. The concerns were
relayed to Sheriff Don Hozempa, who indicated he was willing to have one of
his deputies do an in-house traffic survey along School Boulevard. The
Sheriff Department's recommendations were forwarded to the Police
Commission, who recently met to review this item, and their
recommendations are now being forwarded to the Council for consideration.
To back up for a minute, State Statutes indicate that if a city street is
developed with businesses or residential structures every 100 ft (with
driveways accessing the mad), city authorities have the right to establish the
speed limit for these streets. In areas where this is not the case, MN/DOT is
the authority that conducts a traffic survey and establishes the speed limit at
what they feel the traffic typically travels and is considered safe. In all
likelihood, MN/DOT conducts their survey and sets the speed limit at 85% of
what the average traffic speed is traveling at. MN/DOT previously conducted
a survey and established the speed limit from Fallon Avenue to County
Road 118 at 46 mph a few years ago. I believe MN/DOT officials were
certainly aware of the Cardinal Hills housing development that was existing
and planned for the area and was also cognizant of the schools developed in
the area.
Enclosed for your review is a copy of the Sheriff Dopartment's brief traffic
survey and resulting recommendations and also the Police Commission's
minutes and their recommendations. The following is a brief summary of
their recommendations for Council consideration.
Council agenda - 1/8/96
A consistent 35 mph speed limit should be established from
Highway 25 to County P.oad 118. In addition, it was recommended
that the speed limit be reduced to 25 mph along the school property
when children are present (between Fallon Avenue and County
Road 118).
2. The installation of fourway stop signs at the intersections of Fallon
Avenue and School Boulevard and also at County Road 117 and
School Boulevard.
A flashing warning light be installed at the pedestrian crosswalk
leading from the Cardinal Hills development to the Little Mountain
Elementary School.
In addition to the above School Boulevard traffic concerns, the Police
Commission also would like to see the City Council request that MN/DOT
consider lowering the speed limit to 30 mph along Highway 25 from I-94
south to the corporate city limits. The Commission also requested that the
Council request of Wright County that consideration be given to lowering the
speed limit from 55 mph down to 45 mph from School Boulevard to where the
speed limit currently drops to 35 mph along Oakwood Drive (County
Road 117). Additional recommendations included installing street light
illumination at the intersection of Highway 25 and School Boulevard for
better visibility and also the consideration of marking a crosswalk from the
Middle School across County Road 118 to the east.
In some cases, the recommendations of the Police Commission cannot be
officially acted upon by the Council other than agreeing to forward the
recommendations onto the proper authorities. For instance, the City does not
have the authority to lower the speed limit on a state highway but could
certainly request MN/DOT to study this request. Likewise, the County has
the official authority for setting speed limits on county roads and, thus, has
final say on stop signs at County Road 117 and School Boulevard and also
the lowering of the speed limit along this road.
Since the City has already requested MN/DOT to do another speed study for
the balance of School Boulevard, if the Council so desired, any
recommendations adopted by the Council concerning School Boulevard could
be forwarded to MN/DOT for their consideration when they actually do the
survey. I'm not sure what influence our recommendations will have on their
final decision. At this point, the Police Commission recommendations were
simply based on a brief survey done by a Sheriffs deputy, and the Council
may want to also consider doing a more in-depth traffic study along the
entire length of School Boulevard before making any recommendations to
forward. An actual engineering traffic study would probably involve more
Council agenda - 1/8/96
surveying of all traffic movements at all the intersections along the route,
including volumes of traffic, in addition to any opinions regarding the design
of the road and expected safe speed limits. With the opening of School
Boulevard being very recent, it may not be the appropriate time to do an in-
depth traffic study by an engineer, as we may not get a true picture of the
future volumes that will likely occur once more people become aware of this
road.
Council could adopt the recommendations of the Police Commission in
their entirety and forward to the appropriate agencies as
recommendations for consideration.
The Police Commission recommendations would cover not only School
Boulevard but also recommendations for speed limit along Highway 25
and on County Road 117.
Council could adopt a portion of the recommendations of the Police
Commission as they pertain to School Boulevard only, i.e., four-way
stop sign at Fallon and School Boulevard, signalize the crosswalk
between Cardinal Hills and little Mountain Elementary across School
Boulevard, and forward a recommendation of 35 mph speed limit the
entire distance of School Boulevard to MN/DOT for their consideration.
Council could authorize additional engineering traffic studies to be
conducted before making any recommendations on the appropriate
speed limit or signage.
While the staff certainly recognizes the concerns addressed by the School,
Sheriffs Department, and Police Commission in that we want to create a safe
environment along School Boulevard, we should not forget that we have all
along intentionally designed School Boulevard to be a major connection route
between Highway 25 and the cast end of the community by making it a
wider, limited access road. Along these lines, it has always been our
intention to make this route one that would move traffic quickly but in a safe
manner. I believe it would be beneficial to have a speed limit that is
consistent from Highway 25 to County Road 118, no matter what that limit
may be. At this time, due to some sight limitations at the intersection of
Fallon and School Boulevard, it may be appropriate to reinstall this
intersection with a four-way stop sign. Regardless of what speed limit is
finally established adjacent to the school, the City Council would have the
authority to roduoe the speed limit by 20 mph adjacent to the school when
Council agenda - 1/8/96
v lids are present. I believe the public works department is already
investigating the cost of installing a flashing warning fight at the crosswalk
across School Boulevard so that the Council has this cost information to base
a future decision on. As far as the recommendations concerning speed limits
on County Road 117 or on State Highway 25, the Council can certainly pass
on recommendations to these jurisdictions for their consideration. Reducing
the speed limit gradually from School Boulevard along County Road 117 to
where it now is 35 mph seems very appropriate and is highly recommended
for the County to consider.
In regard to a possible engineering traffic study being conducted, it may be
beneficial to wait until the road becomes more heavily traveled before a study
is conducted, as it may be premature at this time.
D. SUPPORTING DATA:
Sheriff Department traffic survey on School Boulevard; Police Commission
minutes; Memo from WSB & Associates; Traffic control information.
DEC -20-95 WED 10:31 AM WRIGHT CO SHERIFF'S DEPT FAX NO. 6126827610 P,02
TRAFFIC SURVEY
CRY OF MONTICELLO
ON SCHOOL BLVD.
IN RESPONSE TO QUESTIONS AS TO SPEED AND STOP SIGN COMPLIANCE
ALONG SCHOOL BLVD, I DID SURVEYS OF THE TRAFFIC IN THAT AREA IN
SO DOING I USED BOTH MARKED AND UNMARKED PATROL VEHICLES.
LISTED BELOW ARE DATES AND TIMES WHEN I WAS IN TIM AREA FOR THE
SPECIFIC PURPOSE OF MONITORING THE TRAFFIC. IN ADDITION TO THE
DATES AND TIME- S LISTED, I MADE IT A POINT TO TRAVEL THIS STREET
AS MUCH AS POSSIBLE WHILE ON OTHER ROUTINE PATROL DUTIES. EACH
TIME I WAS IN THIS AREA I WAS ATT'EN71W TO THE TRAFFIC FLAW. EACH
IBM I WAS THERE ON ROUTINE PATROL I FOUND NO CAUSE TO STOP ANY
VEHICLE FOR A VIOLATION.
RESULTS OF SURVEYS
NOV. 15, 1995 0709/0800 AM
TWENTY THREE VEHICLES WERE MONITORED FOR SPEED. MAXIMUM
SPEED IN THE 45 M.P.H. ZONE WAS 37 M.P.H.
SEVENTEEN VEHICLES WERE OBSERVED AT THE STOP SIGNS ON FALLON
AVE. THOUGH COMPLETE STOPS WERE RARE, ONLY ONE VEHICLES
ACTIONS WERE FLAGRANT ENOUGH TO WARRANT A CITATION.
NOV. 20,199S 0702/0956 A.M.
FORTY FOUR VEHICLES WERE MONITORED FOR SPEED. FORTY THREE OF
THEM WERE UNDER THE FORTY FIVE M.P.H. SPEED LIMIT, WITH THE
HIGHEST SPEED OF THESE BEING FORTY ONE M.P.H. ONE OTHER VEHICLE
WAS STOPPED AND A CITATION ISSUED FOR SPEED AND STOP SIGN.
THE STOP SIGN ON FALLON AVE WAS MONTfORED DURING THIS TIME.
TWO VEHICLES WERE STOPPED AND WARNED FOR MINOR VIOLATIONS AT
THE STOP SIGN. ONE OTHER VEHICLE WAS STOPPED AND A CITATION WAS
ISSUED FOR A STOP SIGN VIOLATION.
NOV. 21, 1995 0640/0720 A.M.
EIGHTEEN VEHICLES WERE MONITORED FOR SPEED. ALL WERE BELOW
THE POSTED SPEED LIMITS.
NOV. 29, 1995 1114/1215 HRS. (UNMARKED SQUAD)
NO RADAR WAS USED DURING THIS SURVEY, HOWEVER NO OBVIOUS
SPEED VIOLATIONS WERE OBSERVED. THE PRIMARY PURPOSE OF THIS
SURVEY WAS TO OBSERVE STOP SIGN COMPLIANCE. FOURTEEN VEHICLES
WERE OBSERVED.
u
0
DEC -2015 WED 10:31 AM WRIGHT CO SHERIFF'S DEPT FAX H0. 6126827610 P.03
W
SEVERAL OF THESE FAILED TO MAKE COMPLETE STOPS BUT OVERALL
COMPLIANCE WAS GOOD.
DEC. 02, 1995 1227/1246 P.M.
ONLY TWO VEHICLES OBSERVED FOR SPEED. BOTH WELL BELOW POSTED
SPEED L vffr.
IN ADDITION TO MY SURVEY, I ASKED FOR INPUT FROM ALL
DEPUTIES WHO REGULARLY WORK TEE AREA EACH WAS ASKED TO
PROVIDE ME WITH COPIES OF ANY CITATIONS OR WARNINGS RESULTING
FROM VEHICLE CONTACTS IN THIS AREA AS OF THIS REPORT, NO
INFORMATION HAS BEEN PROVIDED TO ME.
SUNIMARY
OVERALL COMPLIANCE TO THE TRAFFIC REGULATIONS IS GOOD.
THE SPEEDS ARE NORMALLY BELOW THE POSTED LIMITS. HOWEVER, THIS
INDICATES TO ME THAT THOSE TRAVELING THIS STRETCH OF ROADWAY
SEE REASON FOR EXERCISING CAUTION. THIS REFLECTS MY CONCERNS
ALSO. THESE CONCERNS WILL BE EXPRESSED IN THE FOLLOWING PAGES.
DEC -20-95 WED 10:31 AM WRIGHT 00 SHERIFF'S DEPT FAX N0. 6126827610 P.04
�\ TRAFFIC SURVEY
RECOMMENDATIONS
AREA OF SCHOOL BLVD
CITY OF MONTICELLO
SPEED LIMITS
STARTING AT HIGHWAY 25 AND GOING EAST.
I SEE NO PROBLEM WITH THE FORTY M.P.Ii SPEED LIMIT FROM HWY 25 TO
COUNTY ROAD 117 (OAKWOOD DRV).
RECOMMENDED CHANGE
FROM COUNTY ROAD 117 (OAKWOO DRV GOING EAST TO FALLON AVE -
1 RECOMMEND THIS AREA BE POSTED AT 30 M.P.B.
• BEGR4NING AT OAKWOOD DRIVE, SCHOOL BLVD HAS SEVERAL
CURVES, ONE LEADING DIRECTLY INTO THE NEXT.
• IN THE AREA OF THESE CURVES ARE ALSO SEVERAL RAPID
GRADE CHANGES.
• THE COMBINATION OF THE CURVES AND GRADE CHANGES
CAN EASILY CONCEAL A SMALL CHILD.
z
0
DEC -20-95 WED 10:31 AM WRIGHT CO SHERIFF'S DEPT FAX NO. 6126827610 P.05
14 SPEED L mrrs
RECOMMENDED CHANGE
FROM FALLON AVE. AND CONTINUING EAST ON SCHOOL BLVD. TO
COUNTY ROAD 118. I RECOMMEND THLS SPEED ZONE BE REDUCED FROM
THE POSTED 45 M.P.H. TO 30 M P.A.
THIS AREA, I BELIEVE, DESERVES THE MOST CONSIDERATION.
• 'fHE TWO SCHOOLS ALONG THIS SECTION IS THE PRIMARY TRAFFIC
DRAW TO THE AREA
• A 'SCHOOL CROSSING' FROM THE CARDINAL HILLS ADDITION TO
LITTLE MOUNTAIN SCHOOL DESIGNATES A CROSSING AREA THAT WILL
BE USED BY CHILDREN. THIS CROSSING IS SOMEWHAT OBSCURED TO
EASTBOUND TRAFFIC DECAUSE OF THE GRADE INCREASE JUST WEST
OF THE CROSSING.
• EVEN WHEN THE SCHOOL IS NOT IN SESSION, THE PLAYGROUND AT
THE SCHOOL WILL. BE A DRAW TO THE MANY CHILDREN IN THE AREA,
THIS INCLUDES CHII.DREN FROM NOT ONLY CARDINAL HILLS AND
KLEIN FARMS ADDITIONS, BUT ALSO FROM THE KJEILLBERGS PARK
AREA
• THE BALL F1EMS LOCATED BEHIND THE MIDDLE SCHOOL ARE A DRAW
TO MANY YOUTHS. IT ALSO BRINGS MANY PARENTS, WITH YOUNGER
CHILDREN. VEHICLE PARKING IS USUALLY DONE ALONG BOTH SIDES
OF SCHOOL BLVD. THIS CREATES A SITUATION WHERE PEDESTRIANS
G ARE CROSSING THE STREET FROM BETWEEN PARKED VEHICLES. A
SPEED GREATER THAN 30 M.P.H DOES NOT ALLOW ADEQUATE TIME TO
SLOW WHEN SOMEONE DARTS OUT FROM BEHIND ONE OF THE
VEHICLES.
• TIM WEST END OF THIS STREET, FROM FALLON AVE TO HWY 25. IS
NEW. AS THE OPENING OF THIS PORTION OF THE STREET WAS LATE IN
THE YEAR, WEATHER HAS NOT BEEN CONDUCIVE TO THE USE OF
BICYCTFS, TN -LINE SKATES, OR SKATEBOARDS. HOWEVER, THE
LOCATION AND LAYOUT OF THIS FULL STRETCH OF ROADWAY WILL
INNTM ALL OF THESE AS WEATHER PERMITS. THE HAZARDS WHICH
ARE ADDED AT THAT TIME ARE OBVIOUS,
DEC -20-95 WED 10:32 AM WRIGHT CO SHERIFF'S DEPT FAX NO. 6126827610 P.06
SPEED LIIV M
RECOMMENDED CHANGE
ON THE TOPIC OF SPMM L aT CHANGES.
I FEEL THE SPEED LAST ON OAKWOOD DRIVE, FROM SCHOOL BLVD,
GOING NORTH, SHOULD BE REDUCED TO 45 M.P.H. TO THE AREA WHERE
THE 35 Num. ZONE BEGINS. TRAFM ON THIS ROADWAY IS TOO FAST.
MANY VEHICLES ARE ENTERING THE 35 MPlL ZONE AT 60 M.P.I. OR
MORE. THERE IS MORE TRAFFIC, WITH MUCH OF THIS TRAFFIC BEING
TURNING VEHICLES. THE REDUCTION TO 45 MP.I. PRIOR TO THE 35 MP.H.
ZONE WILL PRODUCE A GRADUAL SLOWING.
z
0
DEC -20-95 WED 10:32 AM WRIGHT CO SHERIFF'S DEPT FAX NO. 6126827610 P.07
�J STOP SIGNS
RECOMMENDED CHANGES
AT FALLON AVE AND SCHOOL BLVD. I WOULD LIKE TO SEE A FOUR
WAY STOP. THE CHANGE IN GRADE AND SLIGHT CURVE TO THE WEST
FROM FALLON AVE. CONTRIBUTE TO PEOPLE OBVIOUSLY NOT SEEING
EASTBOUND TRAFFIC ON SCHOOL BLVD. ON TWO OCCASIONS, VEHICLES
WHICH WERE NORTHBOUND ON FALLON, HAVE STOPPED BUT THEN
PULLED OUT IN FRONT OF ME. EACH TIME THIS HAS HAPPENED, I WAS IN
A MARKED PATROL CAR WITH THE HEADLIGHTS ON. FORTUNATELY,
EACH TIME I WAS DRIVING AT A SLOW SPEED, TO CHECK TAG=S
INVOLVM IN THE DRIVE. IF PEOPLE ARENT SEEING A MARKED PATROL
CAR THEY ARENT GOING TO SFE THE MOTOR CYCLE, BICYCLIST, JOGGER,
OR PEDESTRIAN.
MUCH OF THE TRAFFIC WHICH IS TRAVELING ON SCHOOL BLVD. IS
APPARENTLY USED TO THE OLM STOP SIGN PLACEMENT, AS THEY ARE
STOPPING DESPITE THE FACT THERE IS NO LONGER A STOP SIGN IN
PLACE.
THOUGH THERE IS OPPOSITION TO BEING REGULATED. MOST OF
THE PEOPLE ARE REGULATING THEMSELVES ALREADY. PLACEMENT OF
THE STOP SIGNS WILL ONLY SERVE AS A REMINDER FOR THEM TO KEEP
DOING SO.
COUNTY ROAD 117 AND SCHOOL BLVD.
THIS AREA IS ALSO AN AREA WHICH SHOULD HAVE A FOUR WAY
STOP. THE RECENT SCHOOL BUS ACCIDENT AT THIS INTERSECTION
SERVES AS A REMINDER THAT WHERE THERE ARE INTERSECTIONS. THERE
WILL BE ACCIDENTS. MY PRIMARY CONCERN AT THIS LOCATION IS THE
CLOSE PROXUvIITY OF THE HIGH VOLTAGE POWER LINES TO THIS
INTERSECTION. THE U.P.A. LINES HERE ARE EXTREMELY HIGH VOLTAGE
AND THE POLES WHICH SUPPORT THESE LINES ARE UNDER MUCH
TENSION AS THEY ARE CORNER POLES. SHOULD A POLE BE BROKEN OR A
GUY LINE BE SNAPPED IN A COLLISION THE RESULT COULD BE ONE OF
THESE LINES COMING DOWN. IF THAT SHOULD HAPPEN, THE U.P.A. LINES
WOULD DROP ONTO THE N.S.P.LTNES UNDER THEM. SDaLY PUT. THIS
WOULD CREATE A MESS AS WELL AS AN EXTREME HAZARD TO THOSE
INVOLVED N THE ACCIDENT AND TO ANY PERSONS WHO MAY STOP AT
OR BE CALLED TO THE SCENE. THIS IS NOT TO MENTION THE HARDSHIP
TO THOSE WHO DEPEND ON THE ELECTRICAL SUPPLIES THAT WOULD BE
INTERRUPTED.
0
DEC -20-95 WED 10:32 All WRIGHT CO SHERIFF'S DEPT FAX NO. 6126827610 P,08
SUMMARY
I REALIZE I'VE RECOMMENDED CHANGING JUST ABOUT
EVERYTHING AS IT CURRENTLY IS IN THAT AREA BUT THIS WAS DONE
WITH ONLY ONE THING IN MIND. THE ONE ITEM IS Sd Tn
THIS AREA IS GROWING RAPIDLY AND Willi THB GROWTH COMES
MORE TRAFFIC. MOST OF THE GROWTH IS GOING TO BRING IN YOUNG
FAMILIES. THIS MEANS CHILDREN WHO ARE GOING TO BE USING THESE
ROADWAYS TO THE 00 TO THE SCHOOLS, PLAYGROUNDS, BALL FIELDS,
OR OOINO TO PLAY WITH A FRIEND. MOST TRAFFIC IS SAFE AND
PREDICTABLE. ON THE OTHER HAND, THE CHILDREN ARE NOT. THEIR
MIND IS ON HAVING FUN, NOT SAFETY.
I DROVE THIS STRETCH OF ROADWAY MANY nIM AS I TIDAGM THE
TRAVEL. THIS WAS DONE AT VARYING HOURS, WITH VARYTNG TRAFFIC
CONDITIONS. I TIMED IT AS THE REGULATIONS ARE NOW AND ALSO AS IF
SPEEDS AMID STOP SIGNS WERE DONE AS RECOhOADWED. THE AVERAGE
CHANGE.......... SEVENTEEN SECONDS LONGER TO TRAVEL FROM HIGHWAY
25 TO COUNTY ROAD 118 WITH ONE MORE STOP SIGN AND THE 30 MLP$
ZONES PUT IN PLACE, THE LONGEST TD& DIFFERENCE WAS 38 SECONDS.
THIS WAS A RESULT OF WAITING FOR SEVERAL VEHICLES ON COUNTY
ROAD 117 AS 1 WAS STOPPED ON SCHOOL BLVD. THOUGH I COULD HAVE
SAFELY CROSSED IN FRONT OF A COUPLE OF THESE VEIICLBS MY GOAL
WAS TO BE E TPEAELYSAFE
I BE,LEVE THE ISSUE HERE, AOAIK IS SAFETY. WHEN THE DRIVE ON
THIS STRETCH OF ROAD CAN BE MADE A LITTIE SAFER FOR bVERYONE
WITH A COST OF ONLY SECONDS TO EACH MOTORIST, I DONT FEE. THltli
IS ANY ISSUE LEFT TO DISCUSS.
D