HomeMy WebLinkAbout08.03.92 Council Packet AGENDA
COUNCIL MEETING
REGULAR
AUGUST 3, 1992
1. CALL TO ORDER
2. APPROVE AGENDA
3. APPROVE MINUTES
a. July 20, 1992 - Regular
4. CITIZENS COMMENTS
5. PUBLIC HEARINGS
a. 8: 15 P.M. - Vacating Portions of Oak Street Between 1st Street and Railroad
Right of Way
b. 8:30 P.M. - Middle School Ballfield Grading Permit
6. PETITIONS, REQUESTS AND COMMUNICATIONS
a. Request for Reimbursement for Broken Windshield
7. ORDINANCES AND RESOLUTIONS
a. Ordinance Amending Mayor's Term of Office
8. UNFINISHED BUSINESS
a. Completion of Pine Street
b. Nelsen Hills Farm - Easement and Warranty Deed Acceptance
c. Project No. 89-9 - Easements
d. Very Low Density Housing
9. NEW BUSINESS.
a. Farm Bureau - Request for Municipal Service Refund
10. MISCELLANEOUS
a. Truth and Taxation
b. Fall Survey
c. Discuss Strategic Plan
d. Council Meetings/By-Laws
e. Solid Waste Workshop
11. CONSENT AGENDA
a. School/Conference Request - Fire
b. Resolution Declaring Public Purpose and Use of Eminent Domain - Malinski Property
c. Capital Outlay Request - Public Works
d. Reisinger Parkland Proposal
e. Ordinance Amending Mineral Extraction/Grading/Filling Ordinance
f. Project No. 89-9 - Storm Sewer Trunk Improvements - Award Contract
g. Project No. 92-3 - Storm Sewer Trunk Improvements - Award Contract
h. Sanitary Sewer Rehabilitation/Bypassing at 10th and Hickory Streets
i. Administrator's Evaluation
j. City Planner - Completion of One Year Probation
k. Agreement with Eureka Township for Maintenance of 220th Street
1. Capital Outlay Request - Public Works - PULL
m. Accept Drainage Easement - Hillview 3rd and Hill Dee - PULL
n. School/Conference Request - Police
o. School/Conference Request - Police
p. Approve Payment of the Bills
12. ADJOURN
AGENDA REQUEST FORM
ITEM NO. :IL__
NAME: Larry Thompson
DEPARTMENT: Administration
DATE: July 20, 1992
MEETING DATE: August 3, 1992
CATEGORY: Ordinances and Resolutions
SUBJECTi Ordinance Amending 1-5-1(B) - Mayor's Term of Office
EXPLANATION: April 1992 Survey Question - Change Term from 2 Years to 4 Years
Yes - 168, No - 150
REFERENCE MATERIAL/RESPONSIBILITY: Proposed Ordinance
REFERRED TO: (NAME) DEPARTMENT:
Larry Thompson Administration
Karen Finstuen Administration
Dave Harmeyer Attorney
G
SIGNATURE
MEMO TO: MAYOR AND COUNCIL
SUBJECT: MAYOR'S TERM
DATE: JULY 29, 1992
As you may recall, the 1992 2nd Quarter Survey indicated that 53% of the respondents
favored increasing the Mayor's term from 2 to 4 years. Since any change in the length
of term must be made before the General Election, the Council should consider this
matter at this time.
Attached is a proposed ordinance.
CcM�c��oar,
Larry Thompson
City Administrator
cc: Karen Finstuen
Dave Harmeyer
file
•CITY OF FARMINGTON
- - DAKOTA COUNTY, MINNESOTA
ORDINANCE NO. 092-277 •
An Ordinance Amending Title 1, Chapter 5, Section 1 Relating to the Mayor's Term
of Office
THE CITY COUNCIL OF THE CITY OF FARMINGTON HEREBY ORDAINS AS FOLLOWS:
SECTION I: Title 1, Chapter 5, Section 1 of the
Farmington City Code is hereby amended
to read as follows: "
1-5-1: City Elections, Officers and Terms of Office:
(B) Term of Office: The Mayor shall be elected to a four (4) year term of office,
and there shall be an election of the office of Mayor every four (4) years.
councilmembers shall be elected for a four (4) year term of office with two
(2) councilmembers being elected at each election. The Municipal election shall
conform in each and every respect to the law of the State of Minnesota.
SECTION II: Title 1, Chapter 5, Section 1(C) and 1(D)
shall be amended by deleting them in their
entirety.
SECTION III: After adoption, signing and attestation,
this ordinance shall be published one
time in the official newspaper of the City and shall be in effect on and after the
day of such publication.
Enacted and ordained the 3rd day of August, 1992.
ATTEST: CITY OF FARMINGTON
46L„,
A.,46-, �.
Mayor/
SEAL
11111r
411r' .istra •
/141
Approved as to form the � / day of / / , 1992.
11./ Lie
City Attorney ovolAzie-
Published in the Farmington Independent the p7/ day of , 1992.
i
AGENDA REQUEST FORM
ITEM NO. q(L.
C
NAME: Wayne Henneke • / , / oaza) ilorP
`kmoi
DEPARTMENT: Finance
DATE: July 20, 1992 Yy• R i
MEETING DATE: August 3, 1992
CATEGORY: New Business
SUBJECT: Farm Bureau —Request for Municipal Services Refund
EXPLANATION:
REFERENCE MATERIAL/RESPONSIBILITY: Memo - Wayne Henneke
REFERRED TO: (NAME) DEPARTMENT:
Larry Thompson Administration
Wayne Henneke Finance
Arvilla Neff Finance
W //�j""(���t�� s,�.-
SI� �ATURE
Memo to: Mayor & Council
Date July 29, 1992
Re Municipal Services Bill - Farm Bureau - 429 Third St.
Mark Lundberg, District 12 Agency Manager for Farm Bureau, has
requested a refund on his municipal services bill totalling $993. 75
for the above mentioned property. Farm Service leased the
property July 1, 1987 . The property previously housed two separate
businesses and by Council policy was charged two service units for
sewer and storm sewer services . The City received notice there was
a new owner and changed its records to reflect the change. Farm
Service has been billed 2 service units for sewer service since
July 1, 1987 . He notified the City of the excess billing the
latter part of June, 1992 . He noticed the billing was high when a
recent billing increase notice stated that Farm Bureau ' s fees were
to increase $2 a billing and the bill increased $4 .
The Finance Department has issued credits as far back as one year
when there has been a problem similar to this, but a credit back to
July 1, 1987 should be brought before the Council for approval.
The Finance Department believes the property owner should be
responsible to check out municipal service charges when they come
into a community and the department policy of allowing up to one
year for credits is more than generous.
The Finance Department recommends a credit of $211 . 75 to the
sewer/storm sewer bill of Farm Bureau.
LI)alf".&)L''A-13-12—
Wayne E. Henneke
Finance Director
c.c. Larry Thompson, City Administrator
Arvilla Neff, Accounting Clerk I
file
•
FARM BUREAU UFE INSURANCE COMPANY •
FARM BUREAU MUTUAL INSURANCE COMPANY
FBL INSURANCE COMPANY _®
FARM BUREAU MUTUAL FUNDS
FBL INSURANCE BROKERAGE INC. Farm Bureau
429 Third Street,Farmington,MN 55024/(612)463-3341 FAMILY OF FINANCIAL PLANNING SERVICES
1300 Vermillion Street,Hastings,MN 55033/(612)437-4323
2966 North Service Drive,Redwing,MN 55066/(612)388-3532
412 Main Street,Zumbrota,MN 55992/(507) 732-7864
Main Street,P.O.Box 7,Miliville,MN 55957/(507) 798-2511
Mark P.Lundberg, CLU, ChFC
District 12 Agency Manager
July 2, 1992
To: Farmington City Council
From: Farm Bureau Insurance
429 Third St.
Farmington, Mn. 55024
Acct. #3R10-000427-0000-1
Re: Overcharge of water and sewer bill
It has come to our attention that we have been paying double the rate for sewer and
water service since the inception of our lease July 1, 1987. Our office prior to our
occupancy was two separate offices and then combined into one office in 1987.
When the billing was originally set up we assumed that we were being billed for the
correct amount. Your error came to our attention when a recent billing increase notice
stated that our fees were to increase $2 a billing and our bill was increased $4. After
additional investigation with your billing office we discovered that you have been
incorrectly billing us double for the past five years.
We feel that the only fair settlement to this problem would be for the City of Farmington
to refund all over payments for the past five years and to also please correct the billing
in the future. This problem should have been easily caught by people in your billing
department. We had absolutely no way of knowing about your error except by chance
catching this past increase. We could have easily continued paying this over billing for
many more years.
We thank you in advance for your quick settlement of this matter.
Lrit.v\AA__ 1
V
AGENDA REQUEST FORM
ITEM NO. 6.!!*#
NAME: Tom Kaldunski
DEPARTMENT: Public Works
DATE: July 27, 1992
MEETING DATE: August 3, 1992
CATEGORY: Miscellaneous
SUBJECT Solid Waste Workshop
EXPLANATION: I am requesting that the City Council set up a
work shop to discuss Solid Waste Operations in
detail.
REFERENCE MATERIAL/RESPONSIBILITY:
REFERRED TO: (NAME) DEPARTMENT:
Larry Thompson Administration
Wayne Henneke Finance
Tom Kaldunski Public Works
Russ Matthys Public Works
S IGNNITURE l
MEMO TO: MAYOR AND COUNCIL
SUBJECT: SOLID WASTE MATTERS - SPECIAL MEETING
DATE: JULY 29, 1992
As you may recall, in response to staff's request to replace 1.7 Full Time Equivalent
(FTE) employees (Interim Solid Waste Foreman and Part Time Worker) with 2.0 FTE .(Per-
manent Foreman and Solid Waste Operator II) , the Council agreed to hire a permanent
Solid Waste Foreman and retain the .7 part time worker. It was noted by the Finance
Director that he would-need to further analyze the budget and report back on any
fee adjustments which may be needed.
Wayne, Tom, Russ and I have spent a great deal of time analyzing the budget, manpower
needs (based on the past 18 months), fee structure, etc. , and it has become apparent
that the City should set aside an evening for a workshop to fully discuss the issues.
For example, it is felt that based on manpower needs and existing personnel, the
City would not be effectively served by hiring a permanent foreman as envisioned
in the approved job description. As you may recall, the Foreman and Solid Waste
Operator II were proposed as a package and the lack of the Solid Waste Operator II
leaves gaps in the service.
It is recommended a special meeting be set some time in August to discuss this matter
and provide direction to staff.
;?"
F
Larry Thompson
City Administrator
cc: Tom Kaldunski
Wayne Henneke
Russ Matthys
file
AGENDA REQUEST FORM
\e)
ITEM NO.
NAME: Tom Kaldunski
DEPARTMENT: Public Works J r-- lj rf"
DATE: July 24, 1992 -
MEETING DATE: August 3, 1992 v
aff„u2,(2.4.7-..ft- 5
CATEGORY: Consent Agenda
Sanitary
SITB.TECT: S y Sewer Rehabilitation
EXPLANATION: I will be sending a report on the recent bypassing
that occurred at 10th and Hickory Streets. I will also be seeking
Council direction on potential improvements.
REFERENCE MATERIAL/RESPONSIBILITY: Memo - Tom Kaldunski
REFERRED TO: (NAME) DEPARTMENT:
Larry Thompson Administration
Wayne Henneke Finance
Tom Kaldunski Public Works
•
SIGNA
MEMO TO: MAYOR AND COUNCIL
SUBJECT: SANITARY SEWER REHAB/BYPASSING AT 10TH STREET
DATE: JULY 31, 1992
Attached you will find various documents from 1989 relating to sanitary sewer rehabili-
tation. The City can pursue low cost MPCA revolving loans to do rehabilitation of
the existing clay sewers and to work on removing sump pump discharges via connections
to the Southeast Area Storm Sewer trunk. The next step in pursuing these funds is
the preparation of a Facilities Plan. In 1989, staff recommended using Bonestroo,
Rosene and Anderlik as a consultant on the project. Council directed the use of
"in house" engineering, even if it meant delaying the rehab. It is now 2} years
later and it has not been worked on due to the number of construction projects being
handled by staff. I recommend that this project be done as proposed in 1989, by
a consultant.
Also attached is a copy of a letter I've sent to the MPCA regarding the bypassing
from the sanitary sewer which occurred following the 4-4} inch rain. The problem
with high ground water levels has returned. This, combined with the tentative scheduling
of the Southeast Area Storm Trunk construction in 1993 leads me to the conclusion
that the City should proceed with the Facilities Plan at this time.
I recommend that the City Council authorize Bonestroo, Rosene and Anderlik to prepare
a proposal update to do this Facility Plan. The updated proposal would be brought
to the Council for approval prior to proceeding with the Facility Plan.
Thomas J. Kaldunski
City Engineer
cc: file
Larry Thompson
Wayne Henneke
TJK
10. MOTION by McKnight, second by Kuchera to adopt RESOLUTION NO. R105-89
acknowledging the grant of $56,700 from MnDOT for Flagstaff Bridge SAP-212-080-02.
APIF, MOTION CARRIED.
11. MOTION by McKnight, second by Kuchera to adopt RESOLUTION NO. R106-89
acknowledging the grant of $21,402 from MnDOT for Flagstaff Bridge
SAP-212-080-01. APIF, MOTION CARRIED.
12. MOTION by Mayer, second by Kuchera to appoint members to the Space Needs
Committee as recommended by the Administrator's memo dated December 14, 1989.
APIF, MOTION CARRIED.
13. The Council next considered the placement of stop signs on 2nd Street and
Maple Street and 182nd and Ensely Avenue. Police Chief Siebenaler stated that
the requests were being brought to the Council because of the number of complaints.
Councilmember Sprute stated that he was concerned about placing too many stop signs
in the City and did not feel 2nd Street had to be controlled. MOTION by Kuchera,
second by McKnight to add stop signs at 182nd and Ensley Avenue, but not at 2nd
_pd Maples ree s. APIF, MOTION CARRIED.
14. Public Works Director Kaldunski presented the following sanitary sewer
rehab projects:
Manhole Rehabilitation $11,310
Cleaning 3,600 plus 89-3 & 89-14 Project area
Facilities Plan 21,600 to be completed by Bonestroo.
It was agreed that the manhole rehabilitation program had been successful in the
past and should continue. Questions were raised regarding the types of improve-
ments and .funding. MOTION by Sprute, second by Kuchera to authorize Techniflow
Corporation to rehabilitate the manholes per the Public Works Director's
recommendation at a cost not to exceed $11,310. APIF MOTION CARRIED.
15. MOTION by Sprute, second by McKnight to authorize Visu-Sewer to clean the
sewers as recommended in the Public Works Director's memo dated December 15, 1989.
APIF, MOTION CARRIED.
16. A lengthy discussion followed regarding using sewer rehabilitation funds to
- commission a facilities plan by Bonestroo, Rosene, Anderlik. Public Works
Director Kaldunski stated that the Facilities Plan would be necessary to secure
a $1,000,000 MPCA low interest loan, which would allow the City to rehab all of
the clay pipe in one year, rather than doing a limited amount each year.
Mr. Kaldunski stated that flows were now low because of the low water table, which
would allow repayment of the loan without raising rates. If the rehab is spread
out over several years, the water table was bound to rise which would require the
City to make large payments to the MWCC rather than into rehabilitation. It
was the consensus of the Council that the plan should be done "in house" even it
it meant delaying the project. MOTION by Mayer, second by McKnight to adopt
RESOLUTION NO. R107-89 authorizing the preparation of a Facilities Plan for Sewer
Rehab Work and that it may take up to 1 years to complete the plans and to place
$21,600 as a "reserve of fund balance" for the project. APIF, MOTION CARRIED.
17. MOTION by Sprute, second by Kuchera to adopt RESOLUTION NO. R108-89
authorizing the preparation of a feasibility report for the TH 50 Industrial
Park. APIF, MOTION CARRIED.
18. It was the consensus that staff advertise the openings on the various
Boards and Commissions and to accept applications until January 11, 1990. APIF,
MOTION CARRIED.
AGENDA REQUEST FORM
ill°
ITEM NO.
Nom; Tom Kaldunski
DEPARTMENT: Public Works - -210
DATE: December 7, 1989 -7)
MEETING DATE: December 18, 1989 1 1
CATEGORY: New Business
SUBJECT: Manhole and Sewer Rehabilitation
EXPLANATION: I will be presenting several proposals for manhole and sewer
rehabilitation and sewer cleaning and televising.
REFERENCE MATERIAL/RESPONSIBILITY: Memo/Proposals - Tom Kaldunski
REFERRED TO: (NAME) DEPARTMENT:
Larry Thompson Administration
Wayne Henneke Finance
Tom Kaldunski Public Works
7:040.40,4andji
SIGNATURE
MEMO TO: MAYOR AND COUNCIL
SUBJECT: MANHOLE AND SEWER REHABILITATION
DATE: DECEMBER 15, 1989
The 1989 Budget has set aside funding in the sanitary sewer division for the
following work:
Manhole Rehabilitation $ 5,000
Sewer Rehabilitation 30,000
Sewer Televising & Cleaning 3,600
Lift Station Modifications 5,000
Total $ 43,600
To date the lift station modifications and installation of the new alarm system
have utilized $7,200 of these funds, leaving a balance of $36,400. This memo will
outline proposed projects to utilize these funds.
The City has been aggressively rehabilitating manholes and sewers since 1985.
Attached is a map indicating the rehabilitation that has been completed. (Exhibit A)
All manhole rehabilitation has been done by Water Products Company (Water Products
formed a new branch called Techniflow for manhole rehabilitation in 1989.) In early
December of 1989, I inspected a number of manholes with representatives from
Techniflow. Based on these inspections the following manhole rehabilitation is
being proposed.
Manhole Rehabilitation
Elm Street - West of TH 3
New Bottom $ 835.00
3" Wall Liner 1,250.00
Chimney Seal 265.00
Elm Street - East of T.H. 3
New Bottom 835.00
3" Wall Liner 1,250.00
Chimney Seal 265.00
7th and Elm
New Bottom 835.00
3" Wall Liner 1,250.00
Chimney Seal 265.00
6th and Elm
New Bottom 835.00
5th and Elm
3" Wall Liner 2,325.00
Chimney Seal 265.00
•
Oak Street - West of T.H. 3
New Bottom $ 835.00
Total $11,310.00
I am requesting Council authorization to utilize $11,310 of the 1989 sewer and
manhole rehabilitation budget to do the manhole rehabilitation as outlined above.
This work would be contracted through Techniflow Corporation.
Sewer Cleaning
The 1989 Budget has set aside $3,600 for cleaning and televising the sewer mains.
These funds were set aside to allow the Public Works Department to set up an
annual preventative maintenance contract. The philosophy is to clean all City
sewers on a regular basis (once every 10 years for example) , to prevent emergency
responses to sewer backups caused by debris and roots clogging the mains. It is
better to prevent the backups and irate calls from citizens with sewage in their
basements through this type of program. The City currently has approximately 21
miles of sanitary sewers which should be in the sewer cleaning program. If a
1/10 year program is started approximately 2 miles of sewers should be cleaned
through the annual contract. I have discussed this type of program with Visu-Sewer,
a firm that specializes in this type of work. They have provided me with an estimate
that they can clean approximately 1,500 lineal feet of sewer per day at a cost of
$1,000. To clean 2 miles (10,500 LF) per year would require a budget of $7,000
per year. The 1989 Budget of $3,600 would allow the cleaning of approximately one
mile of sewer. I want to begin this program in 1989. I will be requesting increases
for this program in future years to reach the goal of cleaning every sewer once
every ten years. Attached is a map (Exhibit B) which indicates the 1 mile of sewer
which is scheduled to be cleaned in 1989.
I am requesting Council authorization to contract with Visu-Sewer to clean one mile
of City sewer at an estimated cost of $3,600. Visu-Sewer will also be conducting
some cleaning and televising for the approved street and utility projects on Walnut
and First Streets.
Sewer Rehabilitation
I have had the City of Farmington's sewer rehabilitation program placed on the
MPCA - Municipal Needs List for the low interest revolving loan program. This
program will provide low cost loans to the City to complete a major rehabilitation
program of slip lining and/or replacing sanitary sewers and manholes to prevent
inflow, infiltration of clear water in to the sanitary sewer. The next step in
securing this loan is the preparation. of a facilities plan which outlines the project
in detail. I had Bonestroo, Rosene and Anderlik prepare a proposal for engineering
services to complete this facilities plan. Their estimated cost of preparing the
facilities plan is $21,600.00. I am asking for Council authorization to direct
Bonestroo, Rosene and Anderlik to prepare the facilities plan. Funding for this work
will come from the Public Works Department's 1989 CIP - Sewer Rehabilitation Fund.
It is my intent to order Bonestroo, Rosene, Anderlik to being working on the project
in 1989 with completion in 1990. (Attached Proposal from Bonestroo.)
Approval of these 3 projects will utilize the entire 1989 CIP Budget for sewer and
manhole rehabilitation. The City has been aggressively pursuing the rehabilitation
•
of its original sanitary sewer system (pre-1920 vintage) in order to reduce the
amount of flow the City contributes to the MWCC's Empire Treatment Plant. In
1986, the City discharged 480 million gallons of raw sewage. When this is compared
to 240 million gallons discharged in 1988 (a drought year) , it is obvious that
reducing the effects of a high ground water level and the resulting infiltration
will have a major impact on the Community.
I recommend that the Council approve the 3 projects outlined in this memo.
"Zot.014,441
Thomas J. Kaldunski P.E.
City Engineer
cc: file
Wayne Henneke
rue Peat 1W �~ 25 � t
Clio G 0011e2/04 FL Etch A.Cod"RL MOW C.lyrralL Pyr- .t Css.ea.PE.
BQ11eSt,"D Mat use ROCene,M. ROM W.Mee PF. Ames F. + . PAMa PR
C.AYaeri .PE IMAM C.Moral.PE. P.Anar PA. Mamas&Aram .AUL
liovoalA Ltw c[Q.PF. Amy*,eouieori PE. a A Rumen Pa F x PE
NOM Send &Ana lora.RI +wR&+oma Ps. km mn n. !Am A.E
siaen
Anderluk && R. i P ` `M, 6
/�
Norms L Noyes PS. Ruben it Pinta.RR. N UAW.AW.PS Awn M ur►CFA
Assodates Away G.Setrec is P!' MAIM Wixom.P'. Dani A t PI.
Wpm L.Smola.fes. roma ma vK View.PZ MMA.£ fp.
Engineers & Architects
October 30, 1989 '
City of Farmington
325 Oak Street
Farmington,MN 55024
Attention:Mr.Larry Thompson
City Administrator
Re:Cbmprehensiv�e Sewer Policy Plan and Rate Study
Farmington,Minnesota
Our File No. 14156
Bear Lary,
We are pleased to offer our services for contimied involvement in tc .,tvnri
Farmingtonsanitary sewer system. This letter describes our h E and rtion of the
appy to the preparation of a.
*Wastewater Facilites Plan,
*Comprehensive Sewer Policy PlEEan(CSPP),and .
* Rate Study for the(My of Fanni :ton.
Our Wadi Phase and Task Octtline as well as schedule and compensation requirements are also
identified.
A sanitary sewer system study would provide two separate reports for the city. The first report
to be leted—the Facilities Plan—would assist the city in
rehabilitation wor3r. The facilitiesplan would be esb#aining a loan for sewer
prepared using existing now data and
groundwater elevators obtained from the city. The previous sewer rehabilitation work sewer
TV reports, and city repair record; would be reviewed and summarized is the report. Cost
estimates for repair work and a cost,reffcctiveness analysis would be prepared.
The second report would include the CSPP and Rate Study.The CSPP would be based on the
latest land use and development trends. The basic study objective will be to establish the
preiiminaiy design of;a trunk sewer system that will convey the wastewater from the City. The
and existing system willbe will bereviewed and capital improvement recommendationsto reduce the inflow
developed. The report will include:
*The sewer area charges necessary to implement the CSPP,and
•The results ota rate study to fined operation of the system.
Our proposed Work Phase and Task Outline is attached. The CSPP will meet all the requ ire-
meats of the Metropolitan Council sine Metropolitan Waste Control Commission(MWCC).The
Facilites Plan will meet the requirements of the Minnesota Pollution Control Agency(MCA)
relative to the current loan program.
MM .Larry Thompson October 30, 1989
mington •
We would start work on the Facilities Plan:,mmediatelyrupon authorization and would complete
a draft report by February 1,1990.The final Facilities Plan would be completed within two weeks
after City and MPCA review is completed.
We would complete a draft copy of the CSPP and Rate Study report by May 1, 1990. The draft
would be reviewed with the City County and Staff at meetings in early May. A revised Final
Report would be completed for submittal to the Metropolitan Council in early July, 1990.
We proposed to prepare these reports for a total riot xcced cost of$53,600,as summarized
below.
Facilities Plan ....• $21,6W
Comprehensive Sewer Policy Plan 28,986
Rate Study . 3,100
Total $53.600
These not-to-exceed costs are based on the following assumptions:
*The proposed scope of work and schedule is aceeptabla
*The My provide ua with copies of all manhole elevation4 watertable information,data ears
manhole rehabilitation work,i pection reporikflow data,operation casts and other available
technical information.
*The City will provide us with a sufficient numberof copies ofcurrent Land IlseGuidePlanMaps
for use as figures in the repay and
*50 copies of the C ainprehensive Sewer Policy Plan and an ritirmtianal 300 copies of the large
Thirsk Sewer Systems Map lab:provided to the C ty.
If any of these conditions were to change,a corresponding COMpctisation adjustment would be
needed. We would provide a written estimate of any cost modifications far your approval before
proceeding with any revised or additional work.
Compensation for OUT service will be invoiced regularly and will be caudated on a per diem
basis. You will be billed for the time actually spent by the personnel performing the work at our
standard hourly rates in effect at the time the services are performed. Our invoice will include
such expenses directly attn'butable to the study as mileage and printing costs.
We appreciate this continuing oppartuaity to serve the aty of Farmington.We intend to proceed
immediately with this work upon receipt of your letter of authorization.
Yours very truly,
BONESTROO,ROS'ENF,ANDEL..&ASSOCIATES,1NC
Glenn R Cook
Work Phase and Task Outllñe
Facies Plan, Comprehensive Sewer Policy Plan, and Rate Study
t. Determine Service Areas
A. Review casting Comprehensive Plan
B. Review existing Sewer System Plan
C. Identify District boundaries
II. Establish Land Use/Zoning
A. Confirm current land use
1. Location
2. Acreage determinations
Ill. Collect Data
A. Available plans of existing sewers
I. Location
2. Size
3. Slope
4. Invert elevation
S. Lift station/force main,capacities
B. Existing on-rite disposal systems(to be prided by City)
L Location
2. Service area
C. Surface contour maps and changes in contours based on development
D. Population
L Qirrent
2. Projected
3. Projected family size
R. Current flow records
1. Lift stations(5 years)
2. MLVCC billings(5 years)
P. Interview City's operations staff
G. Operations information
L Sewer system expenditures(5 years)
2. Proposed capital expenditures(5 years)
3. Maintenance records
lit. Analyze Existing System
A. Mow data
B. Groundwater data
C. Rehabilitation work at TV Reports
D. System problems
B. My capital improvement schedule for streets
F. Alternatives evaluation
G. Cost estimates
H. Cost effective analysis
V. Prepare Faculties plan Report
A. Draft report
B. City review
C MPC',A review
D. Final report
VI. Determine Drainage Boundaries
A. Major drainage districts
B. Sub-disuiets
C. Major service areas
L Trunk lines
2. Lift stations
VII. Establish Design Criteria for Each Land Use Unit Type
A. Persons per unit
B. Units per acre
C Gallons of wastewater per capita per day
D. Gallons per unit per day
E. Gallons per acre per day for each type of land use unit
F. Infiltration/5nflow allowances
G. Peak flaw rate multiples
1
Vl L Evaluate System Extension Layout Altematl s
A. Trunks 12`in diameter and greater
B. Lift stations and force mains
C. Routing
D. Sizes
IX. Determine System Recommendations
A. Lift stations/Mink sewer extensions
1. Near team
2. For future growth
B. Corrections of existing system deficiencies
C. Complete improvement schedule
X. Guide for On-Site Wastewater Disposal Systems
A. Disconnection,abandonment
B. installation
C Regulation
. Sewer System Cost Analyses
A. Capital improvement program
B. System charges
Xli. Rate Study
A. Operation and maintenance costs
B. MWCC charges
C. Depreciation reserve
D. Rate structure
XIII. Prepare Report
A. Draft report
B. My review
C. Final report
Cost Estimates
Labor
mated Hourly
Classification Labor Hours Rate - Amount Subtotds
Wastewater Facilities Plan •
Principal Engineer 40 $60.00 $ 2,400.00
Registered Engineer 270 53.50 14,445:00
Senior Technician 80 36.50 2,920.04
Clerical 40 26.50 1,060.00
Printing Lump Sum 60000
Mileage at$.2Ahmle bump Sum 200.00
Subtotal 430 - Sa1,625.00
Not.to.Exceed hmoeat $21,600
Comprehensive Sewer Policy P#an
Principal Engineer 40 saw ' $ 2,400,00
Registered Engineer • 400 53.50 21,400.00
Senior Techai«an. 80 3650 2,9211.00
Clerical 40 26,50 1,060.00
Printing Lump Sum 900.00
Mileage at$2Aimile Lump Sum 20000
Subtotal 560 $24880.00 .Y
Not-to-ExceedAIaooa4 $28,901
Rate Steady
Principal Engineer 8 $60.00 $ 480.00
Registered Engineer 40 53,50. 2,140.00
Senior Technician 36.50 0.00
Clerical 8 26.50 212.00
Printing Lump Sum 200.00
Mileage at$24/male T mmnpp Sum . . 1000
Subtotal 56 $ 3,132.00
Nct to.Exoeed Amooi$ $ 3,100
Total $53,600
single largest public sector source.This intlow reduces system capacity and
increases pumping and treatment costs. -
Manhole frame-chimney inflow enters manholes through frame-chimney area
' joints that are unsealed or have been broken by soil movement.frost heave.thermal
expansion and contraction of the surrounding pavement and/or traffic loading.
Cretex's exclusive.high quality,rubber and stainless steel seals stop this type
of inflow and the pavement settlement caused by the inflow while providing a
flexible seal between the manhole frame and masonry chimney.
INTERNAL SEAL EXTERNAL SEAL
•Designed for installation •Designed for installation This internal rubber sealing sys-
in either existing or new in new manholes or
manholes. existing manholes requir-
tern provides a flexible,watertight
■Does not require excava- ing rebuilding. seal to stop leakage in precast
tion or manhole entry. IIICan be shimmed to final manhole joints subjected to a man
■Versatile—fits virtually paving grade after hole head of 10 feet or less.
any size or type of installation. Constructed of the same.high
manhole. - I Versatile—fits differential quality stainless steel band and
I Optional rubber exten- sizes. puncture and tear resistant rubber
sion allows complete ®Optional rubber exten- as our time tested Internal Man-
chimney coverage. sion or fiber reinforced hole Chimney Seal.
■Reusable. vinyl extension skirt
allows complete
chimney coverage. 0 Watertight.with
®Reusable.if carefully flexibility for
removed. differential joint
movement.
ADJUSTMENT III Reduces infiltration.
>ti SLOT _— ■Installed mechanic-
ADJUSTMENT / �— ally.
0/ 4 C c— .''
SLOT Z'.(� � II Reusable.
___; _ / STAINLESS—'F STEEL STUDS
STAINLESS STEEL ,▪ °•Q, / //t I ADJUSTMENT
SLOT
STUDS . � 'a
�'__ —
aw't-7.-,:i.::.<1. aq'
�• 'Q ',:y ` / STAINLESS
b.7 DaJ.4 4.:C74.:C7T o a ;'a � STEEL STUDS
gra:. ,. '
, .. t..;."
d a 7-:>.-------
;•4 , t
::c r 1 •77.4,, , __------------------ l , ! a
/. a
'IA
a a o � ( ,a 4 ,4o /
• ' •00 40.,0 � v. • OPTIONAL f
a 5 e �QP ' /
o P ' ° h.; -.aa EXTENSION .-:,,-;-'4,
v b ii•
'v'3 4s 14 '. p
b.d• 6 0'
6 aJ!:1.. i ii:7,
G7f4O 'A,'' v+:•P
• y
/
a �� \ rp 9! "
''•vim- OPTIONAL.'•-*' EXTENSION
r1,-: t�' -N J Ai'... J1.-•—: ç,i :
; It J�> � c _c.,-.1.3'.f-.... I_r. tee , _ .'.- -�',.
MANHOLE CHIMNEY SEALS 4a
, INTERNAL ':.
INTERNAL EXTERNAL .. MANHOLE ,----
JOINT JOINT SEAL
CONCRETE " MANHOLE - LINER " DETAIL
ri
//
17
EXISTING
MANHOLE NEW
3" CONCRETE 0
LINER
// 0 :0 I
j ~
In
q 2�� s
/..._..._ ____. 3" 3�� 2
NOTE - FORM ADJUSTABLE
TO PROVIDE 3" "' /
OF NEW CONCRETE /
A :0
30",-0/ .„A 0 -
0 I ,
0 . .
// 2fr / j/ /
SECTION_ VIEW
LINER FORM
NOT TO SCALE
EXISTING rzMANHOLE
MEMO TO: LARRY THOMPSON
SUBJECT: MPCA REVOLVING LOAN FUND
DATE: JULY 21, 1989
I've received the attached information from the MPCA regarding the
Revolving Loan Fund. The rehabilitation of the old sewers has been placed
on the Municipal Needs list. The south east storm sewer is not eligible
at this time. I believe we can have some work in the south east area
funded, (ie. actual disconnection of sump pumps from sanitary sewer and
reconnect to storm sewers, etc.) at a later date. This fund can not be
used for the construction of the storm sewer.
I would recommend that the City pursue the rehabilitation to the old clay
sewers immediately. In order to be placed on the Intended Use Plan, the city
must have a Facilities Plan completed. I recommend that the City have the
Facility Plan done by our consultant Bonestroo, Rosene and Anderlik to
complete the project on a timely basis. I will review the Facilities Plan in
conjuntion with Bonestroo, Rosene and Anderlik. Please take action to secure
the services of Bonestroo, Rosene and Anderlik for the purpose of preparing a
Facilities Plan for the rehabilitation of the old clay sanitary sewers as soon
as possible.
-7,...:4044/14441
Thomas J. Kaldunski
City Engineer
TJK/sm
cc: file
Wayne Henneke
Karen Finstuen
TJK
Minnesota Pollution Control Agency Z
9 Y
49;t 520 Lafayette Road, Saint Paul, Minnesota 55155 �-
Telephone (612) 296-6300
MINNESOTA 1990
al-
% 1 1889
July 20, 1989
Mr. Thomas J. Kaldunski
City Engineer
325 Oak Street
Farmington, Minnesota 55024
Dear Mr. Kaldunski:
Re: Placement On Municipal Needs List
Based on your request and the information provided to us, we have placed the
city of Farmington on the Municipal Needs List (MNL) for the sewer system
rehabilitation work identified as Problem Area I in your April 28, 1989
letter. The proposed storm sewer project identified as Problem Area II in your
letter is not eligible for placement on the MNL or for funding under the
revolving loan program. Your sewer rehabilitation project is at priority rank
no. 110 on the current MNL with 228.2024 total points calculated as follows
under the provisions of Minnesota Rules part 7075.0407.
Water Use 50
Population 18.2024
Type of Project 160
Total Points 228.2024
To proceed with your sewer rehabilitation project under the revolving loan
program, you must first prepare and submit a facilities plan. Once your
facilities plan is technically approved, you may request that your project be
placed on the Intended Use Plan.
Questions concerning the facilities planning process should be directed to our
staff engineer assigned to your project, Randy Thorson, at 296-9287. If you
have any other questions concerning this letter or the revolving loan program,
please contact Jeff Freeman, Financial Assistance Coordinator, at 296-7312.
Sincerely 7
4 1i =i- z-
__-
!ichard J. Sandberg, Chief
.f Municipal Wastewater Treatment Section
Division of Water Quality
RJS:j rk
Regional Offices: Duluth • Brainerd• Detroit Lakes• Marshall• Rochester
Equal Opportunity Employer Printed on Recycled Paper
AGENDA REQUEST FORM
•
ITEM NO. SC/
NAME: Tom Kaldunski / L
DEPARTMENT: General Services
DATE: April 25, 1989 9---, td1/44-Aa C7, _,_,(___
May1, 1989 P"Q"-"' ���c.�:<= vti-�
MEETING DATE:
CATEGORY: Unfinished Business d
SUBJECT: MPCA Revolving Loan Fund
EXPLANATION: Brief update/synopsis of program
REFERENCE MATERIAL/RESPONSIBILITY: Memo - Tom Kaldunski
REFERRED TO: (NAME) DEPARTMENT:
Tom Kaldunski General Services
Larry Thompson Administration
Wayne Henneke Finance
.Z344/
SIGNATURE
MEMO TO: MAYOR AND COUNCIL
SUBJECT: MPCA REVOLVING LOAN PROGRAM
DATE: APRIL 28, 1989
Attached you will find a copy of a letter I've sent to Mr. Richard Sandberg,
MPCA Water Quality Division, concerning the Revolving Loan Program. The
letter briefly outlines the Inflow/Infiltration (I/I) that the City of
Farmington is experiencing during periods of high groundwater levels and
several proposed projects to reduce the impact of the I/I.
The MPCA Revolving Loan Program is a program established to provide low
interest loans (3-5% generally) to municipalities to provide capital for
initiating projects which will improve the water quality through waste water
treatment plants and other eligible activities such as reduction of I/I of
groundwater into the sanitary sewer. Preliminary discussions with MPCA
indicate that the projects I've proposed may be eligible for the program.
In order to become eligible, the City has to submit a written request for
placement on the MPCA Intended Use Plan, (i.e. the attached letter) . This
is followed by an application process. Once the City is listed on this Plan,
the City can proceed with projects when the funding is available. There is
a 3 step process which has to be followed:
Step 1: Facilities Planning - A Detail Report outlining the project.
(Similar to a feasibility report)
Step 2: Preparation of Plans and Specifications
Step 3: Construction
f..:17,8e:Vreaafrod
Thomas J. Kaldunski
City Engineer
cc: TJK
file
0„
''
j
�A4' i not
PI
April 28, 1989
Richard Sandberg
MPCA
Division of Water Quality
Treatment Section
520 Lafayette Road
St. Paul, MN 55155
Re: WPC Revolving Fund Program
Dear Mr. Sandberg,
The City of Farmington is very interested in the Revolving Fund Program. I
am submitting this letter to you requesting that the City of Farmington be
placed on the intended use plan for this program.
The City has experienced many problems with Inflow/Infiltration (I/I) in the
past. A 1977 Sanitary Sewer Evaluation Survey (SSES) identified the I/I as
excessive. Attached is a graph depicting monthly sewage flows for 1986
(Wet Conditions) versus 1988 (Drought Conditions) to illustrate the magnitude
of the City's I/I problem. It has been estimated that 1/2 of the annual
sewage flow in 1986 was I/I, when compared to the flows in 1988 (a Drought) .
(See Figure 1)
The City has identified 2 areas which are sources of Inflow/Infiltration of
clear water into the sanitary sewer. (See attached maps.)
Problem Area I consists of the central portion of the original community which
was developed between 1915 and 1945. Most of this area is serviced by the
City's original sanitary sewer. The original system was constructed between
1915 and 1920; consisting of vitrified clay pipe (2}'lengths) with poor joints
and manholes made of brick with 2" concrete floors. In 1985, the City was
involved in a sewer rehabilitation project which attempted to seal many of the
poor joints in the VCP. While I believe the project had some impact, it did
not effectively eliminate the I/I as indicated by sewage flows in 1986. The
City plans to use a different sewer main rehabilitation method known as
"Insituform" which, in essence, creates a new sewer within the old dilapidated
main. Slip lining and Sewer replacement are also being considered.
In addition, the City embarked on an aggressive manhole rehabilitation program
in the Fall of 1986; consisting of replacing the floors and pouring new 3"
City 0� FLVUICLugfau 325 Oak Sheet • Favxixgfax. OM 55024 • (612) 463-7111
concrete walls within the original brick walls. This program has been effective
in eliminating infiltration through the manholes. It is the City's intent to
rehabilitate all of the sewer mains and manholes constructed as part of the
original system as a major rehabilitation project.
A portion of Area I is included with Area II's Inflow problems (i.e. low
basements, high groundwater, sumps discharging into sanitary sewer because
storm sewer is not available, etc.) . The City has begun an elevation survey
for all basements within the given problem areas. This survey is intended to
identify all basements which are impacted by the high groundwater levels
reached in 1986. The City has been monitoring ground water levels since 1977
and the results of this study will identify those residences which contributed
to the I/I problem in 1986.
Proposed Solutions
Manhole and sewer rehabilitation utilizing sewer replacement, slip lining and
Insituform process with continued rehabilitation of manholes through floor
replacement and installation of new 3" interior walls.
Preliminary Cost Estimate
$1,000,000. Figure 2 illustrates the magnitude of the I/I problem in Area I
and a portion of Area II. The estimated I/I in 1986 is 190 million gallons
from the combined groundwater infiltration and inflow from sump pumps.
Problem Area II consists of the southeast portion of the community. These
developments are relatively new (1960-1985) and they were constructed in low
lying areas subject to extreme fluctuations of groundwater. Many of the homes
have full basements which were impacted by the high groundwater levels recorded
in 1986. Figure 3 graphically depicts the water level fluctuations at several
locations throughout the community. Some areas have experienced 4-5 foot
variations in the water table. When these high levels were experienced in
1986, the low lying basements were flooded and the sump pumps attempted to
lower the water table. Many of the sump pumps are illegally discharged into
the sanitary sewer.
Figures 4, 5 and 6 illustrate the impact of the rising water table on the
City's sanitary lift stations. The Henderson lift station receives the most
impact. The estimated 1986 I/I in this area was 50 million gallons. It is
assumed that the clear water enters the sanitary sewers as sump pump discharge
(Inflow) rather than as infiltration. This assumption is based upon recent
televising of the sewers at the various lift stations. This televising confirms
the integrity of the relatively new sewers (1960-1985 vintage) which consist
of PVC mains and pre-cast concrete manholes.
Proposed Solutions
Construction of the Southeast Area Storm Sewer as shown in Figure 1 to help
control the groundwater levels below the basement elevations and to provide
a discharge location for all existing sumps.
Preliminary Cost Estimate
$1.5 million
In conclusion, I hereby request that the City of Farmington be placed on
the MPCA "Municipal Needs List" to provide funding through the Water
Pollution Control Revolving Fund Program.
Please notify me when the City becomes eligible for placement on the intended
use plan.
Sincerely,
7:40"0-4//44Zoil
Thomas J. Kaldunski P.E.
City Engineer
cc: file
Thomas Kaldunski
Wayne Henneke
Mayor and Council
I -'
I •
J I
EMPIRE TOWNSHIP
/' I ae METER /
•
14-F.Al FROM EMPIRE STA IION .�/
PR08LEM AREA 2 cS I
' •\ 1e„ o-0 L----]
— ,INFLOW FROM SUMP PUMPS £, 21.. .. J l
SOLUTION - CONSTRUCTION OF S.E. STORM TRi;' AND >ti I„I —
LATERALS TO COLLECT SUMP PU.F DISCHARGE ,t� i
_____ri
} _, Fall i''' �� ---
�+ W I I I1 I "kW:17: 0. P PP
_
gilIl
ihiiI
�
JAi,deiNill . '® 1 1111 Ilii Mia 11111 1111
42° NE ST . - n 1 G 11111111 91 I:1 1i11I11111111
1111111111111111 CO RO NO 72,
.J 1r 6 EMI MI IliffiliillIHE1111
_ Jf1 gIOxl1 Il., 1!1sTi71I11I1111U - -
IL■ ` ® QSIIIL:[ i1 11 ( 11 'ICI 1 1 -
IsI I J L-'' El IIIA Ill�a I la 11111 ISI _
tj !
-- 1tlt�.T, ; 111tU IIS � 'SP�U. I I� ��1�� MI ,' _—� 32
sPRucE ST ; 4'dlA] W l I }
111111 IC r /'. WAtNJE i X11 amiI 1N_
1
1 H'°I' 111a11 miiipl'uui la
PRf1Rl F±4 1RF-c_t j l+�s (� 1 4 "
INFILTRATION FROM CLAY SEWER , t — It r = I
SOLUTION - REHAB $Y INSITUFORM Fmil NMI /
1 � w ` ii�
IMMIN
SLIP LINING AND REPLACEMENT Jt' � zn c V •� ■ ■
rj EN .
^N ;V "Su Viet-�!♦m __• 1ir. III
HICNO Y STTJh�CKO sit--- � 1 r. =M F ' ^t _ _bI I4' 0� ;` f F _=, . z _ —mak^i
r'-'nai• `'� _ � .� —r— � � `O II . \ ASN ST 3 T H. NO _
AS,. 3i ROI NO 74 ( ,P 7 Tf' _+�--
,....,.....
N _..1_ sU ,vJi - •
x{ i
u
mil limii
x t P141T I i NI\
,ffc-unitillY,.X 2 I R� +. _ ,� _
Yr 1
I ;'`�{IDENTIFY INFLOW/INFILTRATION PROBLEM AREAS A - IE •
'' 14 c. 1
,tY
11
SAN. SEWER SYSTEM MAP ----
Jl,
CITY OF FARMINGTON MN (k -Irk _
`�,�� ! 1
1" = 1000' ID
6 , ' ■ 1111111 —
4-27-89 — --
o 7I
E
cn r4.z
4-
o
O
///
•
• ,
EMPIRE TOWNSHIP .� I a, METER �
illI.-F.M. FROM EMPIRE SNO IION. //
1
1
PROBLEM AREA 2 ;' i8
i i '�' 1
Ie" ,e
INFLOW FROM SUMP PUMPS
, / ., SCI
SOLUTION - CONSTRUCTION OF S.E. STORM TRUNK AND ti -
LATERALS TO COLLECT SUMP PUMP nSCHARGE !I 1111 �/
ror �EILINDE� ��i1 �111 w�' �� -
II iii I�I 1 _ - P PR
St.P 6
iMIiIJ
Illi 111111 ST
42 ON.' Aa,..jil® j ii_ r'...i�i�■��. 1111 1111 +1PI—J .„ CO. RD N 7o 2%
P malE7111111X11: [Hfl11!H [1II1
' 411111
r 1111111 . Rill ill 0 i1 it Ii i u H 1111) I -
a •
11111111 All 111111 IRA 11:, II HH FM --
11111111 1 I 11111_I!.!�!: !la I-I [RI I ;_
- -
---- �,,,p, 1111111/ 11111 �Il 191111 ,.�,,,:, 32
SPRUCE ST �>a�, ® 111!.�II 1111 /Nil 111111_SPR,.E ill iiI
, _, 111111 'A / 111111 11M �f[III] i m
, 11111111 / ! MI 11911 HEM•F •I l■
:nu Rim •® HI 11 s
_� ..- --
PROBLEM AREA 1 111 p p S L ., LI ME eFM.
2 INFILTRATION FROM CLAY SEWERS
-- - me al tat— Fit le
SOLUTION REHAB BY INSITUFORM I► ' II III
r00 M•PEI T
SLIP LINING AND REPLACEMENT t Ili - n„ m or
_-_17d.
WLvAi! :
ME 1im INN MI. NM —HICKOtr ST.
'''i 1 ill -----*--—1
i CRY 'T ,--0,110P.FFAI. / ' ' = - —Is ,_
'MI. It ® I " M ■ MIN ASH ST STM NO S
� _ — _
1 ASH ST� CO RD NO 74 6 F e III
SUNNVSIUEJl
pR —
im
140911111.
I .IOFrimilkiar...4wl s1111111
/111''.
dP .
( k0,�a-~` IDENTIFY INFLOW/INFILTRATION PROBLEM AREAS II A•.I, �,�)
SAN. SEWER SYSTEM MAP V1 S �a WAI_.:J[, ___
CITY OF FARMINGTON MN
Simi- r - i
1” = 1000' E,-„IILIIt11,1111Mil
IN ������� � s
4-27-89 6 - — 5
IN
a_
I
ti
z
i 3
Q
IT
Y.
TOTAL METERED SEWAGE FLOW IN ORIGINAL PART OF TOWN
(MILLIONS OF GALLONS) ( PROVIDED BY MWCC MONITORING)
•
N co (J1 cm
1 1 1 1 i 1 L L 1 i 1 I 1 1 1 1 I 1 1 1 _1 11 1 1 1 1
r_
a
mm \\
CO •
D
a
3
rn
r =
--1 r o 1-
Zhi,. ,\ \
}
_.-...........�.._..__ __._.____._ __..__. - - . . �---� OHO rn I--I G7
C:=) z OIz rn
_,-- --,- N...1\.. \\_. _ . m = cD
v cnm
o �.
O \ \ l)°'—\\ \ rn
3
O
rn
v c..)
I. ►-1 -1
CO C0 o
00 CO 00 -I
Q1 00 .01 S>
r
I I I
3
N N ..= P1
-=- W V -1
o CO Lo m
iv 01oorn
t=i
FIGURE 1 3 3 3 T
G) G) G) r
O
2
TOTAL METERED SEWAGE FLOW IN PROBLEM AREA 1 '
( MILLIONS OF GALLONS )
N w 4 Ui Co
0 0 0 0 0 0 0
I I L I I I I I I I_ 1 l l I 1 1 1 1 I t 1 1 1 I I l I I
c-
1>
%
Z
m
m
m
D
i
D
D
K
D
C r —1 r _
Z - r O r—
ti c -n -<
cn
L I —I T CJ)
r- � v 3
D r z \c 00 1 00 m
-1 -,co cy)
z o
W d -v
to z
r
O. I 000 3
Z,
O m
< —1
N
n
k.
FIGURE 2
GROUND WATER MONITORING WELLS . •
86 VS 88
rc rc ma
MM MI 33 i <:11 _ 5 71
co co co
0 0 0
w co orn A
cp Co w CO oio 03 o Cil•
0 0 0 0 0
IIIIIIIIIIIIIII II II lIIIIII_1I 111111 IIII111111I1ii11 II1l ,
C- t C.._ ) c_. i
�__._.___�,��_� — 1
11I -n I T
1 1
1 —
I I
3 I 3 3 i
I 11 ! }
-4-_._. , w 1 1
a y 1 n 1 n
I
1
I i —
—I 1 (-)
3 ' 3 ` ' 3 I -I
-<
___4_4_____________ I
O
L 1 I C__, I
— r - I {i�
IfI
�- 1 C 1 r i 3
t I G)
-I
n 1 n 1 n 1 0
1 I : I z
1 I I 3
cn I Ci") Cr) I z
i Ij
1 ; .;_.—.--J-..
11 o I
CD 1
—. - i i 1
z I z t ) z
, 1 i/ ,
1
I
I 1 t
IIIII 11111111I1I1t 111111111111 IIIIII 11111111111111 111 (
= I . C, Cf)c 3n -I
c, -- z -0 _
1 1- -< rn Z
D::::. n rn
-< z d
t7
to rn FIGURE 3
0
• TOTAL METERED SEWAGE FLOW AT SUNNYSIDE LIFT STATION• ( 6TH & ASH )
X 100, 000
0 O O O 0 0 CD
0 V
0 CO
0 0 0
I I i I 1 I 1 I 1 I 1 I i 1 1 1 1 1 1 1
n
z
m CO
g
a
231
7 00
g
0
• m
r — - -1 ---I c') 3
...-. L p I-. o
- r a C . z
-I -I Z ►-� -G -I
= r =
-I ao c -n -<
D:. C Cn
o = r n 73
Z D -I 3 n
C I M 1--1 G)
G7
-I T1
Cl) •-• o r
z o
7
0— L 00 CD z
000 I\I% •-.. r
.---. 3
Z d 1 `.
0< -< �z
I 00
CT)
0
n
FIGURE 4
TOTAL METERED SEWAGE FLOW AT HUNTER LIFT STATION •
. X 100)000
..i
0
03
Co
O O O O O O O O O
( i ► 1 i 1 I I I I I I I I I_ I 1 I
n I
Z .
►
m
m 1
i
�
—1
D I-'
M I LO
I 00
D I _
M
I m
r _ '\\ —I c') 3
C) "" O
—I C 1--y -< -I
—I = Z I\ r =
cn _ r o r
C. TI -<
D M C -I
C:1 ° r *NNN.. ..N,Iz --I-I 3D 7 1�C
O
►-4 o rz omU0 -v -
Moo- I\ o3v'
_, 00 I \, i
FIGURE 5
. TOTAL -METERED SEWAGE FLOW AT HENDERSON LIFT STATION
X 100,000
0 O 0 co
0 0 CA
0 0)
0 03
0 0 0
11 i I i I l I 1 I l I I 1 1 I 1 I 1 I
D
Z
[it
m
m
CO
C 1
D
D
O O
-11 .._. _< _,3:. r
r o r
--I -n Cn
Hd
? I\ -1 3
ii6--. o r
z o
z D I -v
C 70 CI)
I CIJ Z
cn I z ‘11
r
m 3
•O-31 I 1
Z �
O
< ...c
O
n
FIGURE 6
1 (
I•( -
.
5) 30 • 1 1 [
c i .
[
. 37 5!i ' •
I .
,--
• 3 51 i
!(-S-1 •-lie"-I
\ .
' I
i r i I I
I( ' °1
EMi'll'it 1,),,f4:HiP
11100/—
\ i .....‹,,,....---"A•001111,1%10:00.illiftwii-- 4110011111.111::, j. ,.) I '
_., ,:113:400.,i ,.., • ,• , 4 , ,,,, , ..:, , , i; :
1
298 ; , ,::';',,, ,;
:
1 ( \• , • i
\ - : .
l',-.. .'((/ ,L.' L ''' -.:.'''''—''. \.:, 'r I.7'. '\ , ) 346
f 1
._.•...
)
-... . _
''''• __ , -:'.\\-• . 42'gr:
, ,,•••••.4....rk . ,
- ' ;0 •
VP-9,/,' \
5 350 .), 1
I. /;...... ;\\1152!15 4 ';'i'FI'- -•7; I
(t 1/ I
153
1 ,
—, ..-.....L-....1
1( f•---:.) 01 [ 11
.
- '374
'71
.._34;.....=,..... 7:-7:1,1;.'''191 1.9. ,,,1 .1_5i7.7_47 1
- ..,'
1 til/ .---'" ;.1 ••1• , i i Li I i .;1• 7•7-.•• \'...,,
, • r.I ° 96 45°' 3 °'' ''
' 1 15-7-7 , 5 6 h• : - ' 0,,
3 4:4;: :. .. ,.; !,,ii >.b. 1 lb 94 ' 1• 157. V.-
-r"......." ; ; 1 • • \ 1
{
I
i 11
......5,4c, r..- IfiL : , r',;,; , ' ; 1 55,....!. -- -.-._ 369
'••,-- ' 899.00, I I ) - I •Ie. , jb. I• , 1,
L 1 :!IL LI ,,„ . i ••.,_„
-.'. .-L---:i 1971_/- --L-7131°'_L.:1--1' ' ''') 7:21-3:14:-L---L ja-i/....:L,)'L._,_:1-HI'',:'4 ?i2•:'..:..''Ill I IL.., ,', I.L..'- 1 iii:': Il•1....____15'9
t VP-10 \
371
• ,r _ ,
,),,,, , ', : ; iiiii)
il
.4--- •, - i„ ritiiiii-i-i tb:ft!iii,41iJd IL. :i i'li !) t . o 372
370 fry
751.rti._:. .... ...; ...:,...... ; ;.; ;
i \ !
PO. \
(Jr . b 0 1 4.4 Iii: it /-1 _101 -iiHlii H , ;1 1 ; I 1 I r•--
7 V \• ...lc,.-"Nicsl' ' ',-;i';,, .-1,,,,L, 1;7, L-LP ',,, ..,_,: .., ....:._,..i., NI
2 ,..... : . .
,tt, r .-7 ,,,.° i!'irf 7 7 4'c17 ij[TT,t, 1,,,[:',,,,c, IdL f f 1,)rd i 1 :b di ; ',,, , :: ,
'--) 1,1/ VP-8 I .,,-,,, sd OH i 1 ib,'11 i' /III,01 1.1117,11 ,rf r,,I4L 4,j I : li ,
. , I immw,PRUC 3,894.00! ' •'.'°, 11_1 4.(4_1_,_J7I°In ! Li_ladr..1,17:LLI,'. dJz.ti,:..II '0
5)
,
• 1 905.00
0 -4 i . b r ' r
VI;b1; .,.1 ib--1/' I 11 r;0... b 1 i t' lc ii I b; icl 1 ' I ri in r1111
ei. H '4/ :- l'3H5'• ,54miii I'Lli i lUlliill
° I :1'!! ' L[,j : a/ II'! I 1,4it-l!',1 1.J•I', ,a 49!Ylj III 1.111 lajH :
1
- I:-4
I I
II
(-in vap.;51.1 32
. 5 _.„
riT-TTFTTo ./ 1,i i:1 f 1 '''.1 17 ' 9 4,50 T I ITI Fil 896.50
II
I HJ /I 1. i 1 I I,,,, •.!
II., II-- IT: 11 57;r
1 ,
- 11' .
..;-... ,, -H .-49„1± I. r:. 1 L• .
_
,/ Lb ,„ d! 0 a d;•;: 4 596:. d 07,, _
-‘, - _ _
:1-0-'34!4:14:"• • 5(L Y
Lark.
i c .264 . ,d i . i
I ,......;
I ' I 1 ! 1 I
,_ ,
66 , 1 i
). ----,;__ . 65
j l' I' ',I I{ 311 l' „.,3 66
„.1r ...„?..._ ! ,_.t . ,
i
' 67 1 ...1
1 1 1 3 3 42',
17---'-r-7F77 4P.' 1 889904003 ....
:, :. - .';•' ,,' / 7;:, _,- ;I: ,, . —'---
, ,.. . ,..: : . , . .• i , i . . i . . ,... d ,_
y
1
1 I
C.k.''''";L4 ' ,,... ' . ...,... •35S d . .....'' 2.2 6 I''... 1 362. I L_
___j 1 ' ''''_-'' ' , _ H- . -- - :, ' t , 359 , 3 0..,...• '':' 9 '' '-:
-................
. I". 2 1" . 24) I 1 30" I 1 ;307f : I 1 777-7-7-----7673.."7AS111
--wd) 10C K f
1 1 ••
,. ; -al 1.-- . i[,
61,::•\19,70-.030 (k - i) , 1 !I ; ! 1 i
i 7,' N' Li2": I i ! ll t I. ! I
%5 '....
—
4 90600 , ' '''' (
N .•
•‘ 356 36 I , , 11 t. ',_ ....1„, I V89P5-.050
111 Vo, : .
, •---—
(1,- - , ! 900.00
- \.
' VP-1
-906.30 11 f...I' 1_.1 _,. '
_. ji ,
--..1 36 7
-1t.........9/0...:0 •
,
11 357 a 1,••, ,;, Id -.-........-.....--1-..... .-
' " "t 8"• 79 16 •71 ° I 1 VP 4
..--"..<7.:: . c; e.- - . . . 76
b 82 c ' c ° -- I 89580
ba,,, 9 100
VP2
I° 131`2 ."./ 7' I
L_....
905.00 0 88 olpii-r3,3 10: ,1;,.....,.-' • • '
909.00
I._ b ';f 87! E b-;----- . r—
clkd ,, ; j :H , ' L---1
',-_..„i .
1
355 I ... .
. ,.. i di_.._r---
.
.... .1 _ .
, 1
.. 1376 i I I.7 354 .
. ,I ..i
• -
..•;_ co
; 1
,•
(-77--------:D POTION° AREA
--—==-=,--- OPEN CHANNEL
.•
. ,.
STORM SEWER(EXISTING)
---."--- - STORM SEWER(PROPOSED)
..'. d'
7 U
I
••• •••. .. MAJOR DRAINAGE DIVIDE
F G
RE
_, .. — POINT DESIGNATIONS
-- ____
FP, POND DESIGNATION
-
til trl .
4 -
-- _
----_ NORMAL WATER LEVEL
MOH WATER LEVEL
. ."-N.
I
--.__.
-
- 1144 ok_c_ievilkelett Z.
•
July 23, 1992
John Hensel
MPCA
Water Quality Municipal Section
520 Lafayette Road
St. Paul, MN 55155
Re: Sewage Bypassing
Dear Mr. Hensel,
I am sending you this report as a follow up to a telephone conversation I had
with Markel Graziani of your office.
On July 2, 1992, I reported that the City was experiencing problems with a
portion of its sanitary sewer system due to the large rainfall (4}"+) the day
before. Residents in the Schultz and Henderson Additions (see attached map)
were experiencing backups through the sanitary sewer system. This is, attributed
to rising groundwater levels and the subsequent pumping in basements. These
sump pumps were being discharged into the sanitary sewer system causing backups.
In order to relieve the problem and avoid the potential health problems of
storing this water backing up through the sanitary sewer system in basements,
the City decided to start emergency bypassing from the system. The discharge
of the sump pumps was greater than the capacity of the lift station serving
the area. A large pump was installed at the intersection of 10th and Hickory.
A discharge hose was placed in the natural drainage way through a corn field
to the east. Bypassing was begun at 10:30 A.M. on July 3, 1992 and stopped
at 8:00 A.M. on July 13, 1992. The total amount of water bypassed during this
period was 2,874,000 gallons. The pumping rate began at 400 gpm and was reduced
to 200 gpm by 12:30 A.M. on July 3, 1992.
This event is similar to occurrences in 1986/1987 that were reported to the
MPCA following wet conditions. The City is working towards the installation
of its proposed Southeast Area Storm Sewer Trunk System. This project was
proposed following the 1986/1987 events. It is anticipated that it will be
constructed in 1993, if ordered by the Vermillion River Watershed Management
Commission (VRWMC) . This project would provide a storm sewer system to which
the sump pumps can be discharged.
A 0h FaistiKgLIK 325 Oak Sind • Fa ea. SW 55024 • (612) 463-7111
•
-111
As a side note, the City would be interested in applying for any financial
assistance that may be available for this type of project through the MPCA.
The City had been placed on the MPCA "Intended Use Plan" for this and other
sewer rehabilitation projects. Any assistance from the MPCA would be appreciated.
Sincerely,
-7?•1,0/1(004/
•Thomas J. Kalduriski, P.E.
City Engineer
cc: file
Mayor and Council
Larry Thompson
Wayne Henneke
TJK
1 AGENDA REQUEST FORM
ITEM NO. ( 113
� QQ
NAME: Karen Finstuen
C �
DEPARTMENT: Administration L
fol
DATE: July 24, 1992
lriA
MEETING DATE: August 3, 1992 ` � n„r ' ?C'
CATEGORY: Consent Agenda �l
"c701
SUBJECT: City Planner Probation - 1 Year Completion
EXPLANATION:
REFERENCE MATERIAL/RESPONSIBILITY: Memo - Karen Finstuen
REFERRED TO: (NAME) DEPARTMENT:
Larry Thompson Administration
Charlie Tooker Administration
Karen Finstuen
SIGNATURE
e
MEMO TO: MAYOR AND COUNCIL
SUBJECT: PROBATIONARY PERIOD - CITY PLANNER
DATE: JULY 29, 1992
On August 12, 1992, Charles Tooker will have completed his one year probationary
period.
Charlie has done a professional job and has proven his capabilities in many situations
in the past year.
I recommend that he be approved for a permanent position as of August 12, 1992.
As you may recall, it was part of the discussion at the time of his employment that
Charlie be given 3 weeks of vacation rather than 2 weeks considering his involvement
with the City for the past 25 years. We request at this time that Charlie be granted
3 weeks of vacation each year as part of this permanent employment package.
Karen Finstuen
Administrative Assistant
cc: Larry Thompson
Charlie Tooker
Personnel