12/01/1981 - City Council Regular AGENDA
EAGAN CITY COUNCIL
REGULAR MEETING
EAGAN, MINNESOTA
CITY HALL
DECEMBER 1, 1981
6:30 P.M.
I. 6:30 — ROLL CALL & PLEDGE OF ALLEGIANCE
II. 6:33 — ADOPT AGENDA & APPROVAL OF MINUTES
III. 6:35 — DEPARTMENT HEAD BUSINESS
e.� A. Fire Department �•3 C. Park Department
V 3 B. Police Department D. Public Works Department
IV. 6:55 — CONSENT ITEMS
3 A. Amusement Device License for A & W Restaurant
B. 1982 Kennel License Renewals
L- C. 1982 Miscellaneous License Renewals (Cigarette, Vending, etc.)
ArD. Conditional Use Permit Renewals
5 E. Project 350, Receive Report/Order Public Hearing (Oster Addition
Q Streets & Utilities)
F. Project 352, Receive Feasibility Report/Order Public Hearing
(Norvin Oaks Watermain)
V. 7:00 — PUBLIC HEARINGS
e A. Project 343 (Briar Hill 4th Addition Streets & Utilities)
,,L B. Vacation of a Utility Easement in the Twin View Manor. 2nd Addition
4•Zeb C. Final Assessment Hearing for Project 247 (Alexander Road)
Q• Z% D. Assessment Hearing for Project 257 (Thomas Lake Storm Sewer)
Q'2,9 E. I. R. Financing in the Amount of $750,000 for Diamond Lake Inc.
1p 410 F. Federal Revenue Sharing Fund Use
VI. OLD BUSINESS
f htt A. Speed Limit on Lone Oak Road
S� B. Annual Review of South Delaware Hills Planned Development
QP.61 C. Two Temporary Advertising Signs for Joseph Miller Construction
j� D. Billboard/Naegele Outdoor Advertising Sign Co. , Located Between
New Cedar Freeway & Nicols Road South of Chicago, St. Paul RR Tracks
E. Steven J. Flanagan for. Preliminary Plat Approval, Cedar Cliff
�• Commercial Addition, Located in the SWC of the SE's of Section 30
EAGAN CITY COUNCIL
DECEMBER 1 , 1981
PAGE TWO
VII. NEW BUSINESS
S'14 A. Amcon Corporation (Patrick M. Gannon) for Rezoning from A
P' (Agricultural) to PD (Planned Development District) to allow
2 Office Buildings & Hotel Complex; for the Preliminary Plat of
Ravine Plaza; and for a Variance to Exceed the Height Limitation
in a Commercial District; Located in Part of the NEk 'of the NE4
of Section 4 (South of Proposed 1494 Right-of-Way & West of
Pilot Knob Road)
54� B. Burnet Realty (Leonard MacKinnon) for a Conditional Use Permit
Q' fora Pylon Business Sign on Property Located on Lot 1, Block 1,
Cedar View Addition, 4655 Nicols Road
VIII. ADDITIONAL ITEMS
A. Project 338, Receive Report & Review Surver.y Results (City Water
Treatment Plant)
IX. VISITORS TO BE HEARD (For those persons not on the Agenda)
X. ADJOURNMENT
MEMO TO: HONORABLE MAYOR & CITY COUNCILMEMBERS
FROM: CITY ADMINISTRATOR HEDGES
DATE: NOVEMBER 24, 1981
SUBJECT: AGENDA INFORMATION
After approval of the November 17 , 1981 regular City Council minutes
and November 19 1981 special City Council minutes (to be distribu-
ted on November 30, 1981 with the administrative packet) and
adoption of the December 1, 1981 City Council agenda, the following
items are in order for consideration
FIRE DEPARTMENT
A Fire Department - Request for Annual Payment of the Normal
Cost of Unfunded Liability -- nclosed on pageis a letter
from John Flood, president of the Eagan Volunteer Fire Department
Relief Association requesting 11$56,000 as budgeted for the annual
payment of the normal cost of unfunded liabilities ." As the City
Council might recall , the 1981 budget was adopted with an appropria-
tion considered in the amount of $56,000 for fire relief pension.
The amount required to supplement the 2% insurance for purposes
of satisfying the annual payment for the normal cost is $19 ,568 .
The City of Eagan has made two previous annual payments in 1979
and 1980 of approximately $26,900, which is greater than the normal
cost required each year. However, the reason for making that pay-
ment amount was to maintain a level cost and at the same time be
accelerating the unfunded liability payments . By official action
of the City Council at the November 17 , 198.1 City Council meeting,
the City Administrator is not allowed to male any payment greater
than the $19,568 required contribution to the Relief Association.
This item is placed on the agenda at the request of the Relief
Association for Council consideration.
ACTION TO BE CONSIDERED ON THIS MATTER: - To approve or deny authori-
zation of the full $56 ,000 as budgeted for the annual payment of
the normal cost of the unfunded liability to the Eagan Volunteer
Fire Department Relief Association.
November 23, 1981
Mr. Tom Hedges
Eagan City Administrator
3795 Pilot Knob Road
Eagan , MN - 55122
Dear Mr. Hedges •
Please remit, to the Eagan Volunteer Fire Department
Relief Association , $56 ,000 as budgeted for the annual
payment of the normal cost and the unfunded liability.
Sincerely ,
t
. Flood
ent ,
Volunteer Fire-'Department
Relief Association
Z
3940 Rahn Road • Eagan, Minnesota 55122
THE LONE OAK TREE — THE SYMBOL OF STRENGTH& GROWTH IN OUR COMMUNITY
Agenda Information Memo
November 24, 1981
Page Two
POLICE DEPARTMENT
B. Police Department -- There are no items for consideration for
the Police Department at this time.
PARK DEPARTMENT
C. Park Department - There are no items for consideration for
the Park Department at this time.
PUBLIC WORKS DEPARTMENT
D. Public Works Department -- There are no items for consideration
by the Public Works Department at this time
MORN
There are six (6) items on the agenda referred to as Consent Items
requiring one (1 ) motion by the City Council . If there is any
item which the City Council wishes to discuss in further detail ,;
that item should be removed from the Consent Item list and placed
under Additional Items unless the discussion required is brief.
This will allow the Mayor to proceed with the six (6) public
hearings as legally noticed for 7 :00 p.m.
AMUSEMENT DEVICE LICENSE -- A & W RESTAURANT
A. Amusement Device License for A & W Restaurant - A conditional
use permit was granted by the City Council -to Larry ,Miller to
operate a restaurant and game room at _a location that was formerly
occupied by the A & W Restaurant. A total of "over 15" amusement
devices will occupy the building which is acceptable under the
ordinance. As stipulated in the conditional use permit approval ,
all -ordinance regulations and requirements have been satisfied
by Mr. Miller and, therefore, the amusement device license applica-
tion is in order for consideration.
ACTION TO BE CONSIDERED ON THIS MATTER': To approve the amusement
device license for Larry Miller for the business establishment
entitled "Nicols Landing".
Agenda Information Memo
November 24, 1981
Page Three
1982 KENNEL LICENSE RENEWALS
B. 1982 ; Kennel License Renewals - There are five (5) kennel
license renewals in order for consideration. They are William
Abel , 3506 Lexington Ave. So. John Clary, 3555 Trails End Road;
Janice MacKimm 1690 Co. Rd. 30; Don Sandburg, 1560 Yankee Doodle
Rd. ; and Arlene Allan 4790 So. Robert Trl . All kennel license
renewals are in order for consideration.
ACTION TO BE CONSIDERED ON THIS MATTER To approve the 1982 kennel
license renewals as stated. -
MISCELLANEOUS LICENSE RENEWALS
C. 1982 Miscellaneous License Renewals -- The following license
renewals are in order for renewal in 1982 : Cigarette (55) , Gravel
Pit (2 ) ; Heating, Ventilating, etc. , ( 77 )`, Plumbing & Cesspool
(88) , Rubbish Haulers ( 13) , Vending Machines (53) , Water Softener
(4) , and Well Drillers (6) . All license renewals are in order
for consideration.
ACTION TO BE CONSIDERED ON THIS MATTER: To approve the 1982 license
renewals for the aforementioned purposes .
CONDITIONAL USE PERMIT RENEWALS
D.
Conditional i io
t nal
Use Permit Renewals -- The 19$1 conditional use
permit renewals for the month of October include Orvilla Homes
Company at 3430 Wescott Hills Drive and Alfred Weiger for a group
therapy at 780 Blue Gentian Road; for the month of November, the
renewal is Dakota Homes at 3660 at Dodd Road for a sales lot; and
for December, John Bushnell at 4890 So. Robert Trl . for a temporary
bui-lding. All conditional use permits are in order for 'considera-
tion.
ACTION TO BE CONSIDERED ON THIS MATTER: To approve the 1981 con-
ditional use permit renewals as stated.
27
Agenda Information Memo
November 24, 1981
Page Four
PROJECT 350
E. Project 350, Receive Report/Order Public Hearing (Oster Addition
Streets & Utilities) - On 'July 16, 1981, John O'Toole and Jerry
Torgeson submitted a petition requesting utilities be installed
to the proposed future, Oster Addition while Pilot Knob Road con-
struction was in progress. Utilities were extended to the property
-line under Project 334. On August - 18,--the preliminary plat for
the Oster Addition was approved. Based on this approved preliminary
plat, a feasibility report has been prepared pertaining to the
extension of the utilities to service the proposed future Oster
Addition. This; report provides for an alternate pertaining , to
the extension of utilities to provideservice to properties located
on the south side of Skyline Drive in response to a petition sub-
mitted by one of the affected Iproperty owners . This report is
being presented to the Council for their review with a public
hearing to be scheduled for January 19 , 1982
ACTION TO BE CONSIDERED ON THIS MATTER: To receive the feasibility
report for Project 350 and order the public hearing to be held
January 19, 1982.
PROJECT 352
F. Project 352, Receive Feasibility Report/Order Public Hearing
(Norvin Oaks Watermain) -- A petition was received from the owner
of the, Norvin Oaks plat at the October 20, 1981 City Council meeting
and a feasibility report was ordered for preparation. This feasi-
bility report has now been completed and is _being presented to
the Council for their review. The preliminary plat for Norvin
Oaks Addition was approved by the Council on August 18, 1981 .
Because of the unique configuration of the Norvin Oaks plat, special
consideration was taken into account in determining the amount
of benefit derived from the extension: of the watermain from Slater' s
Road to the east along Storland Road.
ACTION TO BE CONSIDERED ON THIS MATTER: To receive the report
for Project 352 and order the public hearing to be held January
19, 1982, for the Norvin Oaks watermain extension.
Agenda Information Memo
November 24, 1981
Page Five
, . ALI
PROJECT 343
A. Project 343 (Briar Hill 4th Addition Streets & Utilities) -
In response to a petition received from the developer of the Briar
Hill 4th Addition, a feasibility report was prepared and presented
to the Council at their meeting on November 4, 1981 , with a public
hearing scheduled for December 1, 1981. The preliminary plat for
the Briar Hill Additions was approved ; in November of 1979. In
anticipation of requesting final plat approval in conformance with
the approved preliminary plat, the developer had requested a feasi-
bility report with subsequent installation of streets and utilities
under City contract . The only properties to be affected by any
assessments associated with this project are those associated with
the Briar Hill 4th Addition plat under control ofthedeveloper. A
copy of the report is enclosed on pages 7 through IT-
ACTION TO BE CONSIDERED ON THIS MATTER: To close the public hearing
and approve/deny the installation of streets and utilities for
Project 343 (Briar Hill 4th Addition) .
6
IL
REPORT
ON
BRIAR HILL 4th ADDITION
UTILITY AND STREET IMPROVEMENTS
PROJECT No. 343
FOR
EAGAN , MINNESOTA
1981
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Honorable Mayor and Council
City of Eagan
3795 Pilot Knob Road
Eagan, Mn. 55122
Re: Briar Hill Fourth Addition
Project 343
Our File No. 49234
Dear Mayor and Council:
Transmitted herewith is our report for Briar Hill Fourth Addition, Project 343.
This report covers street and utility construction for Briar Hill Fourth Addi-
tion.
We will be pleased to meet with the Council and other interested parties at a
mutually convenient time to discuss this report.
Respectfully submitted,
BONESTR00, ROSENE, ANDERLIK & ASSOCIATES, INC.
Mark R. Rolfs
MRR:li
I hereby certify that this report was prepared
by me or under my direct supervision and that
I am a duly Registered Professional Engineer
under the laws of he State o Minnesota.
7-Mark A. Hanson
Dat Se tember 9 1981 Reg. No. 14260
Approved by:r74 AXe�ffx,�
omas A. Colbert
Director or Public Works
Date: 02-,T/-
6179a
i r
BRIAR HILL FOURTH ADDITION
SCOPE: This project provides for the construction of sanitary sewer, water
main, services, storm sewer and streets to serve the Briar Hill Fourth Addi-
tion. This addition consists of twenty lots containing 80 quadrominium units
located in the NW 1/4 of Section 20.
FEASIBILITY AND RECOMMENDATIONS: The project is feasible and is in accordance
with the Master Utility and Street Plans ,for the City of Eagan. The project
as outlined herein can best be carried out as two contracts. Contract I pro-
vides for the construction of all utilities and the placement of an aggregate
base on a properly prepared subgrade.
Contract II provides for the construction of the remaining portion of the
aggregate base, and a bituminous surface in conjunction with the concrete curb
and gutter.
DISCUSSION:
CONTRACT I
A. SANITARY SEWER: An 8 inch sanitary sewer is proposed along the centerline
of the proposed streets within Briar Hill Fourth Addition, and along a line
located 3 feet north of the southerly R.O.W. of Silver Bell Road. The sani-
tary sewer will connect to an existing 8 inch sanitary sewer located 3 feet
north of the southerly R.O.W. line of Silver Bell Road at the east property
line of Lot 1, Block 1 of the Briar Hill Addition, Phase I.
B. WATER MAIN: Both 6 inch and 8 inch water main are proposed to be construc-
ted within Briar Hill Fourth Addition. Due to the excessive pressure losses
during peak demand periods in this area, the proposed water main will be con-
Page 1.
6179a 6
7
nected to the existing distribution system in three locations. The proposed 8
inch water main will connect to an existing 8 inch main located on Silver Bell
Road and to an existing 8 inch plug located in the south boulevard of Silver
Bell Road at the east property line of Brill Hill Addition, Phase I. The pro-
posed 6 inch water main will connect to an existing 6 inch plug located at the
north property line of Cedar Grove Ninth Addition between Lots 8 and 9 of
Block 1.
C. SERVICES: This construction provides for the installation of sanitary
sewer and water main services from the street to the property line. Sanitary
sewer services are 4 inch to serve 1 unit, and 6 inch to serve 2 and 4. units.
Water main services are 3/4 inch to serve 1 unit, 1 inch to serve 2 units, and
1-1/2 inches to serve 4 units.
D. STORM SEWER: This construction provides for the installation of all storm
sewer laterals required to serve Briar Hill Fourth Addition. It is proposed
to construct a 15 inch storm sewer from the existing 15 inch plug located 400
feet south of Silver Bell Road at the east line of Block 1 in the Briar Hills
Addition, Phase I, to a point on Heather Drive. Storm runoff will be collec-
ted on Heather Drive with two catch basins.
It is also proposed to construct a 12 inch storm sewer from the existing
12 inch plug located on the southerly border of the Northern Natural Gas ease-
ment to a proposed catch basin located in the Heather Drive cul-de-sac.
E. STREET (Grading/Aggregate Base) : This construction provides for the prop-
er grading of subgrade surface after installation of utilities and the place-
ment of a 4 inch aggregate base.
Page 2.
6179a
�Q
CONTRACT II
F. STREET (Surfacing): This construction provides for the placement of the
remaining portion of the aggregate base followed by placement of the bitumin-
ous surface in conjunction with surmountable concrete curb and gutter.
G. BITUMINOUS TRAILWAY: This construction provides for the construction of a
6 inch gravel base followed by placement of an 8 foot wide 2" thick bituminous
mat. This construction includes 750 feet of trailway located in Briar Hill
Addition Phase I, plus an additional 250 feet located in Briar Hill Fourth Ad-
dition as shown on the street drawing at the back of this report.
H. CONCRETE SIDEWALK: This construction provides for the proper subgrade
preparation followed by placement of a 5 foot wide 4" thick concrete side-
walk. This sidewalk will be located one foot north of the southerly right-of-
way on Silver Bell Road.
AREA TO BE INCLUDED:
Assessment Area Construction Area
NW 1/4, Section 20 NW 1/4, Section 20
Briar Hill Plat Briar Hill Plat
Outlots: F, G, H, I, J, K Outlots: F, G, H, I, J, K
COST ESTIMATE: Detailed cost estimates are presented in Appendix A at the
back of this report. A summary of these costs are as follows:
CONTRACT I Sanitary Sewer $ 48,670
Water Main 51,410
Services 22,340
Storm Sewer 15,120
Street (Grading/Agg. Base) 19,470
TOTAL ESTIMATED PROJECT COST - CONTRACT I. . . . . . . $157,010
CONTRACTII . . . . . .. . .. . .. . . . . . . . . . . . . . . .. . . . . . . . 94070
TOTAL ESTIMATED PROJECT COST - CONTRS. I & II . . $251,380
Page 3 .
6179a ��
The total estimated cost for Contract I and II including contingencies and
all related overhead is $251,380. Overhead costs are estimated to be 27% and
include legal, engineering, administration, and bond interest costs.
EASEMENTS: All easements required for utility construction within Briar Hill
Fourth Addition have been previously platted within the Briar Hill Addition.
ASSESSMENTS: Assessments are proposed to be levied against the benefited
properties within the Briar Hill Fourth Addition. The proposed lots within
Briar Hill Fourth Addition will be assessed for lateral sanitary sewer, water
main, services, storm sewer, and street improvements.
Trunk sanitary sewer and water main for Briar • Hill Fourth Addition have
been previously assessed under Projects 10 and 44 respectively. Trunk storm
sewer for Briar Hill Fourth Addition has not been previously assessed and is
therefore proposed to be assessed as a part of this project. Base rates in
effect at the time of this report for trunk storm sewer are as follows:
Trunk Storm Sewer - Multi-Family $0.0468 sq.ft.
A preliminary assessment roll is included at the back of this report. Fi-
nal assessment rates for construction of lateral facilities will be determined
by final costs and be assessed to each benefited property.
REVENUE SOURCES: Revenue sources to cover the cost of this project are as
follows:
SANITARY SEWER
Trunk Fund
Project Cost Revenue Balance
Lateral $48,670
Lateral Assessment $48,670
TOTAL $48,670 $48,670 - 0 -
Page 4.
6179a
1
WATER MAIN
Trunk Fund
Project Cost Revenue Balance
Lateral $51,410
Lateral Assessment $ 51,410
TOTAL $51,410 $ 51,410 - 0 -
SERVICES
Service Stubs $22,340
Assessment $ 22040
TOTAL $22,340 $ 22$ 40 - 0 -
STORM SEWER
Lateral $15,120
Lateral Assessment $ 15,120
Trunk - 0 -
Trunk Assessment 25,880
TOTAL $15,120 $ 41,000 +$25,880
STREET
Grading/Agg. Base $ 19,470
Surfacing 94,370
Street Assessment $113,840
TOTAL $113,840 $113,840 - 0 -
The trunk fund balance for storm sewer is +$25,880. No revenue is pro-
posed to be drawn from City trunk funds for utility or street construction.
PROJECT SCHEDULE
Contract I Contract II
Present Feasibility Report Oct. 6, 1981 Oct. 6, 1981
Public Hearing Nov. 3, 1981 Nov. 3, 1981
Approve Plans and Specifications Jan. , 1982 Feb. , 1982
Page 5.
6179a !
Contract I Contract II
Open Bids Feb. , 1982 March, 1982
Award Contract Feb. , 1982 March, 1982
Construction Completion July, 1982 Aug. , 1982
Assessment Hearing Sept. , 1982 Sept. , 1982
First Payment Due with Real Estate Taxes May, 1983 May, 1983
Page 6.
6179a
APPENDIX A
COST ESTIMATE
BRIAR HILL FOURTH ADDITION
PROJECT 343
A. SANITARY SEWER
60 Lin.ft. 8" PVC, Sanitary sewer, 0'-10' dp. @ $10.00/lin.ft. $ 600
925 Lin.ft. 8" PVC, Sanitary sewer, 10'-15' dp. @ $11.00/lin.ft. 10,175
680 Lin.ft. 8" PVC, Sanitary sewer, 15'-20' dp. @ $14.00/lin.ft. 9,520
9 Each Std. MH w/casting @ $900.00/each 8,100
50 Lin.ft. MH depth greater than 8' @ $80.00/lin.ft. 4,000
6 Each 8" x 4" PVC Wye branch in pl. @ $50.00/each 300
24 Each 8" x 6" PVC wye branch in pl. @ $60.00/each 1,440
1 Each Cut into bricked up opening @ $200.00/each 200
100 Ton Rock stabilization below pipe @ $5.00/ton 500
1,665 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. 1,665
Total Estimated Construction $ 36,500
+5% Contingencies 1,825
$ 38,325
+27% Legal, Eng. , Admin. , & Bond Interest 10,345
TOTALSANITARY SEWER . . . . . . . . .. .. .. . .. .. .. . . . . . . . . . $ 48,670
Page 7.
6179a
B. WATER MAIN
300 Lin.ft. 8" DIP, Water main @ $12.00/lin.ft. $ 3,600
2,000 Lin.ft. 6" DIP, Water main @ $10.00/lin.ft. 20,000
4 Each Hydrants in pl. @ $900.00/each 3,600
2 Each 8" Resilient wedge gate valve @ $500.00/each 1 ,000
5 Each 6" Resilient wedge gate valve @ $350.00/each 1,750
1,600 Lbs. Fittings @ $1.00/lb. 1,600
1 Each Wet tap existing 8" Water main. @ $1,600.00/each 1,600
1 Each Connect to existing 8" plug @ $300.x0/each 300
1 Each Connect to existing 6" plug @ $300.00/each 300
1 LUMP SUM Repair bituminous for 8" wet tap @ $2,000.00/LS 2,000
100 Ton Rock stabilization below pipe @ $5.00/ton 500
2,300 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. 2,300
Total Estimated Construction $ 38,550
+5% Contingency 1,930
$ 40,480
+27% Contingency 10,930
TOTALWATER MAIN . . . . . . . .. .. . . . .. . . . . . . . . .. . . .. . . .. . $ 51,410
Page 8.
6179a
14
C. SERVICES
820 Lin.ft. 6" PVC, Sanitary sewer service @ $7.00/lin.ft. $ 5,740
120 Lin.ft. 4" PVC, Sanitary sewer service @ $6.00/lin.ft. 720
440 Lin.ft. 1-1/2" Type K copper water service @ $6.00/lin.ft. 2,640
380 Lin.ft. 1" Type K copper water service @ $5.00/lin.ft. 1,900
120 Lin.ft. 3/4" Type K copper water service @ $4.00/lin.ft. 480
13 Each 1-1/2" Corp. stop in pl. @, $80.00/each 1,040
11 Each 1" Corp. stop in pl. @ $40.00/each 440
4 Each 3/4" Corp. stop in pl. @ $20.00/each- 80
13 Each 1-1/2" Curb stop & box @ $100.00/each 1,300
11 Each 1" Curb stop and box @ $70.00/each 770
4 Each 3/4" Curb stop and box @ $50.00/each 200
940 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. 940
100 Ton Rock stabilization below pipe @ $5.00/ton 500
Total Estimated Construction $ 16,750
+5% Contingency 840
$ 17,590
+27% Legal, Eng. , Admin. & Bond Interest 4,750
TOTALSERVICES . . . . . .. . . . . . . . . . .. .. . .. . . . . . .. . . .. . . . $ 22,340
Page 9.
6179a
1*7
D. STORM SEWER
60 Lin.ft. 15" RCP, Storm sewer, 0'-8' dp. in pl. @ $20.00/l.f. $ 1,200
130 Lin.ft. 15" RCP, Storm sewer, 8'-12' dp. in pl. @ $24.00/l.f. 3,120
82 Lin.ft. 12" RCP, Storm Sewer, 0'-8' dp. in pl. @ $17.00/l.f. 1,394
125 Lin.ft. 12" RCP, Storm sewer, 8'-12' dp. in pl. @ $19.00/l.f. 2,375
3 Each Std. CB w/casting @ $700.00/each 2,100
1 Each Connect 15" RCP to 15" plug @ $300.00/each 300
1 Each Connect 12" RCP to 12" plug @ $250.00/each 250
40 Ton Rock stabililzation below pipe @ $5.00/ton 200
400 Lin.ft. Mechanical trench compaction @ $1.00/lin.ft. 400
Total Estimated Construction $ 11,339
+5X Contingency 566
$ 11,905
+27% Legal, Eng. , Admin. & Bond Interest 3,215
TOTALSTORM SEWER . . . . .. .. . . . . . .. . . . . . . . . . . . . . . . . .. . $ 15,120
Page 10.
6179a
•
E. STREET (Grading/Aggregate Base)
300 Cu.yds. Subgrade correction @ $4.00/cu.yd. $ 1,200
7,500 Sq.yds. Subgrade preparation @ $0.40/sq.yd. 3,000
1,600 Ton Cl. 2 crushed aggregate @ $6.50/ton 10 400
Total Estimated Construction $ 14,600
+5% Contingency 730
$ 15,330
+27X Legal, Eng. , Admin. & Bond Interest 4,140
TOTAL STREET (Grading/Aggregate Base) . . .. . .. . . . . . .. . $ 19,470
CONTRACT I
UTILITIES AND GRADING
I. Sanitary Sewer $ 48,670
Water Main 51,410
Services 22,340
Storm Sewer 15,120
Street (Grading/Agg. Base) 19,470
TOTAL ESTIMATED PROJECT - CONTRACT I . . . . $157,010
Page 11.
6179a t
I
CONTRACT II
F. STREET (Surfacing)
7,000 Sq.yds. Base Preparation @ $0.30/sq.yd. $ 2,100
800 Ton Cl. 5 gravel @ $5.00/Ton 4,000
550 Ton 2331 Bituminous base course @ $12.00/ton 6,600
550 Ton 2341 Bituminous wear course @ $13.00/ton 7,150
55 Ton Bituminous material for mixture @ $210.00/ton 11,550
1,000 Lin.ft. Bituminous Trailway @ $7.00/lin.ft. 7,000
3,300 Lin.ft. Surmountable concrete curb & gutter @ $5.00/lin.ft. 16,500
3,100 Sq.ft. Concrete sidewalk w/granular base @ $1.75/sq.ft. 5,425
12 Each Adjust MH & CB @ $200.00/each 2,400
7 Each Adjust gate valves @ $150.00/each 1,050
2.5 Acres Seed with topsoil @ $2,800/acre 7,000
Total Estimated Construction $ 70,775
+5% Contingency 3,535
$ 74,310
+27% Legal, Eng. , Admin. & Bond Interest 20,060
TOTAL STREET (Surfacing) . . .. . . . . . .. . .. . . . . .. .. . . . . . $ 94,370
Page 12.
6179a
APPENDIX B
PRELIMINARY ASSESSMENT ROLL
PROJECT 343
BRIAR HILL FOURTH ADDITION
Total Cost/Unit
Assessment (80 Quad Units)
A. Sanitary Sewer $ 48,670 $ 608
B. Water Main 51,410 643
C. Services 22,340 279
D. Storm Sewer 15,120 189
E. Street (Grading/Agg. Base) 19,470 243
F. Street (Surfacing) 94,370 1,180
G. Trunk Storm Sewer(1) 25,880 324
TOTAL ... . . .. . .. . . . . . .. . . $277,260 $3,466
Rate Area Total Assessment
(1) Trunk Storm Sewer $0.0468/ft2 552,990 $25,880
Page 13.
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Agenda Information Memo
November 24, 1981
Page Six
VACATION OF UTILITY EASEMENT - TWIN VIEW MANOR 2ND
B. Vacation of Utility Easement in the Tarin View Manor 2nd Addition
- On November 4, 1981, a petition was received requesting a vaca-
tion of utility easements relating to publicright-of-way that
was platted with the 'original Twin View Manor Addition. During
the replatting of the 2nd Addition, the- street right-of-way was
vacated by similar public hearing proceedings. However, due to
technical oversight , the utility easements within these right-of-
way were not vacated. A copy of the referenced location of these
easements to be vacated is attached for the Council ' s information
on page _I The Public Works Department has received no
objections to this proposed vacation as appropriate drainage and
utility easements have been provided through the final plat of
the Twin View Manor 2nd Addition.
ACTION TO BE CONSIDERED ON THIS MATTER: To close the public hearing
and approve or deny the vacation of utility easements as referenced
in the Twin View Manor 2nd Addition.
In - _ lNORT INE OF TWIN
V111. 4 MANOR2�
SEC,33,T27,R23 72800 WEST
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Agenda Information Memo
November 24, 1981
Page Seven
PROJECT 247
C. Project 247, Rescheduled Final Assessment Hearing (Alexander
Road) - -- Because of a formal assessment appeal, the City of Eagan
received from Mr. Robert L. Johnson, objecting to the assessments
related to the installation of Alexander Road to service the R.
L. Johnson plat, the City has rescheduled a new final assessment
hearing to allow adequate time to perform proper appraisals of "
this property in accordance with Minnesota Statute 429 pertaining
to specialassessment procedures . -The staff has determined that
the notice ' for the final assessment hearing originally anticipated
to be held on December 1 had not been sent in a sufficient time
frame in accordance with state law. Therefore, it is recommended
that this final reassessment hearing be postponed to December 15
to allow adequate timeframes for the proper notifications .
ACTION TO BE CONSIDERED ON THIS MATTER: To reschedule the final
reassessment hearing for Project 247 (Alexander Road) to December
15, 1981.
PROJECT 246 & 257
D. Project 246 and 257, Final Reassessment Hearing (Carlson &
Thomas Lake Trunk Storm Sewer) -- On May 6, 1980, the final assess-
ment hearing was held for the 'trunk area storm sewer assessments
associated with Project 246 'which provided for the outlet of the
Carlson Lake drainage basin and Project 257 which related to the
Thomas Lakedrainagebasin outlet. - As a result of that assessment,
the City received a formal appeal from 87 affected property owners .
This appeal has resulted in extensive review and appraisals of
the properties involved which have added to the expense of the
project over what. was originally anticipated. Therefore, a reassess-
ment hearing has been scheduled for December 1 , 1981 to allow the
City to follow the procedures as mandated by District Court though
the appeal process . The Director of Public Works will have the
final assessment roll reflecting the revised assessments pertaining
to additional costs incurred by the City during this appeal process
at the public hearing on December 1. All affected property owners
have been notified with proper notification of this final assessment
hearing and also of their new assessment calculation.
ACTION TO BE CONSIDERED ON THIS MATTER: To close the public hearing,
review, any objections pertaining to this assessment and approve
or deny the final assessment roll for certification to the County
for collection after all objections have been reviewed in detail
and proFer benefit has been established.
ZO
Agenda Information Memo
November 24, 1981
Page Eight
I . R. FINANCING / DIAMOND LAKE INC.
E. I. R. Financing in the Amount of $750,000 for Diamond Lake
Inc. -- A public hearing has been officially noticed in two (2)
newspapers to consider an application for industrial revenue
financing as proposed by Diamond Lake Inc. to acquire equipment
and fixtures to be used in conjunction with a retail supermarket
which will be constructed as a pant of Pilot Knob Shopping Center.
It is estimated that the new supermarket will create approximately
90 new jobs with an annual payroll of $1 ,040,000. The Pilot Knob
Shopping Center issue in the amount of ; $5,500,000 approved at the
March 17 , 1981 City Council meeting is -providing for 114 new jobs
which apparently did not consider the employment proposed for the
supermarket. The bonds will be in the form of a, single note which
has been privately placed with the Richfield Bank & Trust Company.
It will be -a single note with a seven year 'term which will be per-
nally guaranteed by John Sullivan, Sr.; John Sullivan, Jr. ; and
James Sullivan. For a copy of the application, plans by the "appli-
cant and their financial statements, please refer to the attached
information presented in a separate document (no page numbers) .
A copy of a letter from Miller & Schroeder reviewing the financial
statement will be distributed as a part of the administrative packet
on November 30, 1981 . As requested by the City Council , the appli-
cant has provided a letter, which is enclosed on pages3 '- I which
ffi
outlines the equipment to be furnished as a part of the nancing.
Also enclosed on pages-44- 9 is a copy of a letter from Mr. Ron
Berg, formally of Mil el r & Schroeder Municipals, Inc. , and now
with Gopher Securities , Inc. , an investment banking firm, providing
a financial analysis for the City Counil on the application.
ACTION TO BE CONSIDERED ON THIS MATTER: To approve or deny the
industrial revenue financing in the amount of $750,000 for Diamond
Lake, Inc.
2. 1
LAW OFFICES •
THOMPSON, NIELSEN, KLAVERKAMP Sc JAMES
A PROFESSIONAL ASSOCIATION
4444 IDS CENTER
80 SOUTH EIGHTH STREET
BRUCE F.THOMPSON RICHARD S.GOODMAN
D.JAMES NIELSEN MINNEAPOLIS,MINNESOTA 55402
JAMES M.CH RISTENSON
BRUCE W. BLACKBURN ROBERT A.LEVY
PAUL H.KLAVERKAMP PATRICK J.MCLAUGHLIN
BRUCE B.JAM ES TELEPHONE
G -4546 HOWARD S.MYER S,III
RANT J.MERRITT (612) 339
LLOYD G.KEPPLE
RICHARD J.KEENAN
p ROGER A.ZAHN
R.D.ESTES November 20 1901 LAVERN A.PRITCHARD
ROGER A.JOHNSON , - LEON I.STEINBERG
JOHN D.PARSINEN
DONALD P.NORWICH
RICHARD MASSOPUST,JR.
City of Eagan
3995 Pilot Knobb Road
Eagan, Minnesota 55122
Attention: Tom Hedges
Re: Diamond Lake, Inc./IRB Application
Dear Tom:
Enclosed please find a preliminary breakdown of the equipment
requirements, costs and categories to be partially financed out of the proceeds of
the IRB issue. These figures reflect a higher cost allocation than originally
indicated in the Application to the City partially because we did not include
engineering costs relative to that equipment installation. We were also basing that
figure on an assumption that we would be going with a smaller store than is
presently planned. It should be understood that these figures are approximate and
cannot be finalized until final store plans and layout for interior design are
completed. It is possible that the actual final improvement costs may be less than
that which is preliminarily estimated by Super Valu Stores Development Division.
Please call me if you have any questions.
Sincere
Robert A. Levy
RAL:db
Enclosures
cc: John Sullivan
H. Ronald Berg
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µ .-� GOPHER
' SECURITIES
"��-- INCORPORATED
825 Thornton St. S.E. Minneapolis, MN 55414
Phone: (612)375-9393
November 24, 1981
The Honorable Bea Bloomquist &
Members of the City Council
City of Eagan
P.O. Box 21199
Eagan, MN 55122
Dear Mayor Bloomquist & Members of the City Council:
At the request of Tom Hedges, City Administrator, I
have reviewed the financial statements of Diamond Lake, Inc.
and the Company' s ability to repay the debt of $750,000
during the seven year repayment schedule provided by
Richfield Bank & Trust Company. I have completed my analysis
and am confident that the Company, Diamond Lake, Inc. could
repay the debt estimated to be $116, 184 . 03 per annum.
My review of the financial data did not make any assump-
tion for an increase in sales that would be attributable to
the new store.
Based upon the two year operating statements, the
Company would have been able to cover the additional debt
of $750 , 000 at 13 . 5% on a seven year basis in 1980--2 . 41
times, and in 1979 1. 625 times. The industry average for
super markets covering this debt is 1.5 times.
Diamond Lake, Inc. should be considered one of the
better operators. It' s ability to serve the debt without
the new store sales, exemplifies a company whose management
has kept a close rein on corporate borrowings.
1980 1979
Adjusted Operating Profit $400, 655 . 15 $270,052
Proposed Debt $750,000 -
13. 50 - 7 yrs. (fully amortized) $166, 184 .03 $166,052
Coverage 2. 41:1 1. 625 : 1
42
• i
November 24, 1981
Mayor Bloomquist & City Council Members
Page 2
Sales in the existing facilities increased from
$21, 851, 027 in 1979 to $22,939 , 449 . 27 in 1980, or 5% .
The Company' s net worth increased from $976, 268 in 1979
to $1, 174,095 in 1980. The increase of $197,827, or 20%.
Diamond Lake, Inc. current ratio is 1. 733 .
Cash and bank deposits has increased to its current
level of $709,061 in anticipation of having to open this
new Eagan store. This new store will require a minimum
investment in inventory of $300, 000 in cash. This will
reduce their cash to approximately $400,000 .
It is my opinion that Diamond Lake, Inc. will be able
to repay the debt of $750,000 at 13. 5% during the seven year
term. In no event will the depreciated value of the equip-
ment be less than the principal amount of bonds.
Sincerely,
H. Ronald Berg
Vice President
HRB:kv v
4-3
•.m';r
Agenda Information Memo
November 24, 1981
Page Nine
FEDERAL REVENUE SHARING FUND USE
F. Federal Revenue Sharing Fund Use To satisfy federal regula-
tions regarding the revenue sharing act,
it is necessary ssarothat the
City have two (2) public hearings to consider the use f
federal
revenue sharing funds . The first public hearing is aproposed
use hearing to consider any suggestions of the public as to the
use of federal revenue sharing monies in calendar 1982 . The anti-
cipated balance for 1982 , after retiring the debt obligation to
the purchase of 20 acres of property purchased by the City adjacent
to the Police Department building and the Civil Defense siren pur-
chase in 1981, $129,882 , will be available for consideration by
the City Council in 1982. This amount of money assumes no federal
cutbacks in ' the federal revenue sharing appropriation for 1982.
The public' hearing scheduled on December 15 is simultaneous with
the adoption of the 1982 general fund budget which ,is also a re-
quirement of the federal revenue sharing regulations. A copy of
the proposed use hearing was published in the Dakota County Tribune
at least ten (10) days prior to the public hearing and also in
the general news media (Eagan Chronicle) notifying the upcoming
hearing.
ACTION TO BE CONSIDERED ON THIS MATTER: To close the proposed
use hearing and order final preparation of the federal revenue
sharing budget for consideration in the 1982 budget at the December
15, 1981 City Council meeting.
Agenda Information Memo
November 24, 1981
Page Ten
SPEED LIMIT/LONE OAK ROAD
A. Speed Limit on Lone Oak ' Road - Recently, Representative
Rodriguez has researched the issue of speed zoning in school zones
and has discovered Minnesota Statute 169 .14, Subdivision 5A, does
permit local authorities to establish a school speed limit . The
Commissioner of Transportation' s approval is required only if the
roadway is a part of the trunk highway ;system. The reduced school
zone limit may not be less than 15 miles per hour, nor more than
20 miles per hour below the established limit if such is 40 miles
per hour or more. The reduced limit may be in effect only when
children are present going to or from school or in recess periods .
Therefore, the City of Eagan does have authority regarding the
speed limit on Lone Oak Road which has been an issue between the
City of Eagan and Department of Transportation. The City Council
may recall the City of Eagan has made attempts to reduce the speed
limit and was successful in doing so on an experimental basin;
however, the Minnesota Department of Transportation raised the
speed limit back to the 40 miles per hour once the experiment was
completed. Enclosed is a copy of a letter from James Campbell,
Special Assistant, Attorney Genera'l ' s - office, to Representative
Rodriguez and a copy of the pertinent statutes on pages
'1"W through •
ACTION TO BE CONSIDERED ON THIS MATTER: To approve or deny a change
in the speed limit as it relates to the school zone, specifically
adjacent to Pilot Knob Elementary School on Lone Oak Road.
4$"
`6
T
NF.S
STATE OF MINNESOTA
OFFICE OF THE ATTORNEY GENERAL
WARREN SPANNAUS ST. PAUL 55155
ATTORNEY GENERAL ADDRESS REPLY TO:
October 22 l9 81 SECOND FLOOR FORD BLDG.
117 UNIVERSITY AVE.
ST. PAUL,MN 55155
•
TELEPHONE:(612)296-7575
Honorable Carolyn D. Rodriguez
Minnesota House of Representatives
172 State Office Building
St.' Paul, MN. 55155
Re: Speed zoning in school zones
Dear Representative Rodriguez:
You have asked me to advise you as to the extent of the
powers of local government to set reduced speeds on roadways
which are "school zone" streets or highways.
The respective powers of the Commissioner of Transportation
and local authorities with regard to speed laws are set forth
in Minn. Stat. S 169.14, subds. 4 through 5b (1980) .
Minn. Stat. S 169 . 14, subd 4 (1980) grants sole authority
to the Commissioner of Transportation to set speeds based on
an engineering and traffic investigation which differ from those
mandated by Minn. Stat. § 169.14 , subd. 1, and S 169 . 141 (1980) .
Minn. Stat. S 169.14, subd. 5 (1980) permits local authorities
to request an alteration of the existing speed limit on any non-
trunk highway street or highway. Any such alteration must be
based upon an engineering and traffic investigation. Only the
Commissioner of Transportation has the power to alter the speed
limit following such request and investigation. This section
exempts certain "school zone" alterations from commissioner
approval.
Minn. Stat. S 169 .14, subd. 5a (1980) permits local authorities
to establish a school speed limit. Commissioner of Transportation
approval is required only if the roadway is part of the state
trunk highway system. The reduced school zone limit may not be
less than 15 miles per hour, nor more than 20 miles per hour
below the established limit if such is 40 miles per hour or more.
The reduced limit may be in effect only when children are present
going to or from school and during recess periods.
416
AN EQUAL OPPORTUNITY ElviPLOYER
Page 2
Honorable Carolyn D. Rodriguez
October 22, 1981
Minn. Stat. § 169 . 14, subd. 5b (1980) permits creation of
"urban district" segments of certain city streets, municipal
state aid streets and town roads. Once designated by the
Commissioner of Transportation, and created by resolution
of the city or town, such city or town may set the speed limits.
Your specific concern deals with Dakota County Roads 40
and 42 , as well as Lone Oak Rd. and Pilot Knob Rd. in Eagan.
Although some parts of Lone Oak and Pilot Knob Roads may be
subject to "urban district" designation, it appears that any
permanent reducation of the speed limits on these roads must be
accomplished on authority of the Commissioner of Transportation.
Each of these roads, however, would appear to be subject to
"school zone" designation under Minn. Stat. 9 169 .14 , subd. 5a
(1980) . Although the county or city would need to conduct an
engineering and traffic investigation, commissioner approval
would not be required since the roads are not part of the state
trunk highway system.
Because you indicate that a school zone designation, i.e. ,
a reduced speed "when children are present" , is not the desired
result, I would advise that legislative action would be necessary
if the Commissioner of Transportation fails to alter the existing,
established limits.
Please let me know if I can be of further assistance to you
in this regard.
Respectfu y,
JAMES M. CANIAELL
Special Assistant
Attorney General
Public Safety Division
JMC:plp Telephone: (612) 296-6471
477
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3513 HIGHWAY TRAFFIC REGULATION 164.02 £} K
Subd. 52. Wrecker. "Wrecker" means a motor vehicle having a gross I
vehicle weight of 8,000 pounds or more, equipped with a crane and winch and
further equipped to control the movement of the towed vehicle.
Subd. 53. Bug deflector. "Bug deflector" means a non-illuminated, trans- PT
parent device attached to the hood of a motor vehicle so as to deflect the air
stream. £ �
Subd. 54. Controlled access highway. "Controlled access highway" means,
in this chapter, every highway, street, or roadway in respect to which the right
of access of the owners or occupants of abutting lands and other persons has y '
been acquired and to which the owners or occupants of abutting lands and other
persons have no legal right of access to or from the same except at such points "
only and in such manner as may be determined by the public authority having
jurisdiction over such highway, street or roadway.
Subd. 55. Implement of husbandry. Implement of.husbandrymeans "-
every vehicle designed and adapted exclusively for agricultural, horticultural, or
livestock-raising operations or for lifting or carrying an implement of husbandry '
and in either case not subject to registration if used upon the highways. i
Subd. 56. Stand or standing. "Stand or standing" means the halting of a � .
vehicle, whether occupied or not, otherwise than temporarily for the purpose of
and while actually engaged in receiving or discharging passengers. ( i
Subd. 57. Stop. "Stop" means complete cessation from movement.
Subd. 58. Stopping. "Stopping" means any halting even momentarily of a
vehicle, whether occupied or not, except when necessary to avoid conflict with ! ,
other traffic or in compliance with the directions of a police officer or traffic r
control sign or signal. `
... � f .
Subd. 59. Urban district. "Urban district" means the territory contiguous i; '
to and including any street which is built up with structures devoted to business, fr�� f
industry, or dwelling houses situated at intervals of less than 100 feet for a y - ,
distance of a quarter of a mile or more. R
1 �h'
Subd. 60. Service vehicle. "Service vehicle" means a motor vehicle owned `. a
and operated by a person, firm or corporation engaged in a business which t � ,
includes the repairing or servicing of vehicles. The term also includes snow f
removal and road maintenance equipment not operated by or under contract to
the state or a governmental subdivision. j
Subd. 61. Alcohol concentration. "Alcohol concentration" means
(a) the number of grams of alcohol per 100 milliliters of blood or
(b) the number of grams of alcohol per 210 liters of breath, or
(c) the number of grams of alcohol per 67 milliliters of urine.
Subd. 62. Bicycle lanes and ways. The terms "bicycle lane" and "bicycle I
way"shall have the meanings ascribed to them in section 160.263.
History: 1937 c 464 s 1; Ex1937 c 38 is 1; 1939 c 430 s 1; 1947 c 204 s 1;
1947 c 428 is 1-4; 1949 c 90 s 1; 1949 c 247 s 1; 1951 c 114 s 1; 1951 c 331 is 1;
1953 c 289 is 1; 1953 c 303 s 1; 1955 c 536 s 1; 1959 c 521 s 1; 1961 c 42 is 1; 1963
C 357 s 1; 1971 c 164 s 1,2; 1973 c 27 s 1; 1974 c 379 s 1; 1975 c 29 s 2; 1976 c
104s1; 1976c166s7; 1977c214s6,7; 1978c494s1; 1978c613s4; 1978c
727 s 1;1978 c 739 s 1-5 (2720-151)
164.02 SCOPE. y � '
Subdivision 1. The provisions of this chapter relating to the operation of
vehicles refer exclusively to the operation of vehicles uponon highways, and upon
s, streets, private roads and roadways situated onproperty owned,
leased, or occupied y the regents of the University of Minnesota, o
;
the Uni-
versity of Minnesota, except:
f � r
41
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I
HIGHWAY TRAFFIC REGULATION 169.14
3531
F History: 1937 c 464 s 27; 1939 c 430 Is 5; 1947 c 428 s 11; 1967 c 569 s 2; k "
' Ex1971 c 27 s 7 (2720-177) f
`pY 169.131 [ Repealed, 1976 c 103 s 1 ]
169.132 [ Repealed, 1977 c 347 s 29
` °
169.14 SPEED RESTRICTIONS. '
Subdivision 1. Basis rule. No person shall drive a vehicle on a hi'a waya
speed greater than is reasonable and prudent under the conditions and having g
to the actual and potential hazards then existing. In every event speed
regard `�'
shall be so restricted as may be necessary to avoid colliding with any person,
vehicle or other conveyance on or entering the highway in compliance with legal
'YA_
requirements and the duty of all persons to use due care.
I d. 2. S limits. Where no special hazard exists the following speeds
Sub Pe
Y shall be lawful, but any speeds in excess of such limits shall be prima facie evi• yF :
that the speed is not reasonable or prudent and that it is unlawful; except
dente
that the speed limit within any municipality shall be a maximum limit and any
speed in excess thereof shall be unlawful: !
M30 miles per hour in an urban district 1 x
(2) 65 miles per hour in other locations during the daytime; , ]
3 55 miles per hour in such other locations during the nighttime. i
Y; "Daytime" means from a half hour before sunrise to a half hour after
sunset except at any time when due to weather or other conditions-there is not
of
' sufficient light to render clearly discernible persons and vehicles at a d 4 } t
500 feet. "Nighttime" means at any other hour or at any time when due to wea- ._
ther or other conditions there is not sufficient light to render clearly discernible
persons and vehicles at a distance of 500 feet. „
P - ;
Subd. 3. Reduced speed required. The driver of any vehicle shall, consis- �
tent with the requirements, drive at an appropriate reduced speed when
a:
approaching and crossing an intersection or railway grade crossing, when �F] °
going around a curve, when approaching a hill crest, when I: �i rte,
approaching and g b
traveling upon any narrow or winding roadway, and when special hazards exist ( � '
* _ r traffic or by reason of weather or highway
with respect to pedestrians or othe
conditions.
es by commissioner. When the commissioner
Subd. 4. Establishment of zoni *�
determines upon the basis of an engineering and traffic investigation that any
speed set forth in this sectgreater or less than is reason
ion is able or safe under
the conditions found to exist on any trunk highway or upon any part thereof, he
-, may erect appropriate signs designating a reasonable and safe speed limit
effective when such signs are
thereat, which speed limit shalt be erected. Any
speeds in excess of such limits shall be prima facie evidence that the speed is not i <
reasonable or prudent and that it is unlawful; except that any speed limit within r , c..
any municipality shall be a maximum limit and any speed in excess thereof shall
r< be u
nlawfu1. Whenever the commissioner determines upon that basis that a part
of the trunk highway system outside a municipality should be a zone of maxi-
mum speed limit, he may establish that part as such a zone by erecting appropn- t
ate signs showing the beginning and end of the zone, designating a reasonable
and safe speed therefor, which may be different than the speed set forth in this it
' section, and that it is a zone of maximum speed limit. The speed so designated
r
t ; and speed in
s by him within any such zone shall be a maximum speed limit,
excess of such limit shall be unlawful. He may in the same manner from time to
2
time alter the boundary of such a zone and the speed limit therein or eliminate
such zone.
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169.14 HIGHWAY TRAFFIC REGULATION 3532 35
Subd. 5. Zoning within local areas. When local authorities believe that the th
existing speed limit upon any street or highway, or part thereof, within their ca
E9 respective jurisdictions and not a part of the trunk highway system is greater or
less than is reasonable or safe under existing conditions, they may request the bi
commissioner to authorize, upon the basis of an engineering and traffic invest- or
igation, the erection of appropriate signs designating what speed is reasonable at
and safe, and the commissioner may authorize the erection of appropriate signs I
designating a reasonable and safe speed limit thereat, which speed limit shall be T i
effective when such signs are erected. Any speeds in excess of these speed limits le
shall be prima facie evidence that the speed is not reasonable or prudent and SF
that it is unlawful; except that any speed limit within any municipality shall be a
maximum limit and any speed in excess thereof shall be unlawful. Alteration of
speed limits on streets and highways shall be made only upon authority of the sF
commissioner except as provided in subdivision 5a. in
vc
Subd. 5a. Speed zoning in--school zones. Local authorities may establish a th
school speed limit within a school zone of a public or nonpublic school upon the of
basis of an engineering and traffic investigation as prescribed by the commisas
-
sioner of transportation. The establishment of a school speed limit on any trunk th
highway shall be with the consent of the commissioner of transportation. Such of
school speed limits shall be in effect when children are present, going to or si
leaving school during opening or closing hours or during school recess periods.
The school speed limit shall not be lower than 15 miles per hour and shall not ar
be more than 20 miles per hour below the established speed limit on an affected tic
street or highway if the established speed limit is 40 miles per hour or greater. de
The school speed limit shall be effective upon the erection of appropriate cr
signs designating the speed and indicating the beginning and end of the reduced sr
speed zone..Any speed in excess of such posted school speed limit is unlawful.
All such signs shall be erected by the local authorities on those streets and high- el
ways under .their respective jurisdictions and by the commissioner of trans- sl
portation on trunk highways. &
For the purpose of this subdivision, "school zone" means that section of a
street or highway which abuts the grounds of a school where children have at
access to the street or highway from the school property or where an established
school crossing is located provided the school advance sign prescribed by the
manual on uniform traffic control devices adopted by the commissioner of trans-
portation pursuant to section 169.06 is in place. All signs erected by local
authorities to designate speed limits in school zones shall conform to the manual O
s" on uniform control devices.
Subd. 5b. Segments in urban districts. When any segment of at least a Z; n
quarter-mile in distance of any city street, municipal state aid street or town
road on which a speed limit in excess of 30 miles per hour has been established e
pursuant to an engineering and traffic investigation by the commissioner meets ff
the definition of"urban district" as defined in section 169.01, subdivision 59, the °t a
governing body of the city or town may by resolution declare the segment to be c
an urban district and may establish on the segment the speed limit for urban r
districts prescribed in subdivision 2. The speed limit so established shall be effec-
tive upon the erection of appropriate signs designating the speed and indicating ' 1
the beginning and end of the segment on which the speed limit is established, 1
4 and any speed in excess of such posted limits shall be unlawful. A copy of the
resolution shall be transmitted to the commissioner at least ten days prior to the 1
erection of the signs. A
Subd. 6. [ Repealed, Ex1971 c 27 s 49 ]
. Subd. 7. Burden of proof. The provisions of this chapter declaring speed s"
limitation shall not be construed•to relieve the plaintiff in any civil action from v
_w +
S rr'' .
. � i S •� 4 rrl. /fir
Agenda Information Memo
November 24, 1981
.Page Eleven
PUD - SOUTH DELAWARE HILLS
B. Annual Review of South Delaware Hills Planned Development
The City staff is working with the developer, Mr. Dick Parranto,
and also with First National Bank, St. Paul, to compile and complete
work on all the exhibits for the South Delaware Hills Planned De-
velopment agreement . There is some question as to whether all
the exhibits have been prepared by the developer; however, the
City staff is attempting to resolve that question.
ACTION TO BE CONSIDERED ON THIS MATTER: To approve or deny annual
review of the planned development agreement for South Delaware
Hill
ADVERTISING SIGNS - JOSEPH MILLER
C. Two Temporary Advertising Signs for Joseph Miller Construction
- An application was received from Mr. Joe Miller of Joe Miller
Construction Company requesting two (2) temporary advertising signs .
For additional information on this item, refer to the City Planner' s
report which includes drawings of the signs and site location pro-
posed fortheadvertising signs on. pages '71 through 77 of the Novem-
ber 17 , 1981 City Council agenda information packet. Any member
of the City Council who has misplaced this information should feel
free to contact City Hall and copies will be made available for
you at your request. This item was continued from the November
17 , 1981 City Council meeting 'due to lack of appearance by the
developer.
ACTION TO BE CONSIDERED ON THIS MATTER: To approve or deny approval
of the two (2) temporary advertising signs for Joseph Miller Con-
struction.
BILLBOARD/NAEGELE OUTDOOR ADVERTISING
D. Billboard/Naeglel Outdoor Advertising ,Sign Co. -- At the last
regular City Council meeting held on November 17 , ' 1981, this item
was continued to ( 1) clarify the size of the sign, and (2) provide
sight lines to determine how large the sign` needs to be to ,allow
proper viewing by the motorist on the Cedar Avenue Freeway. The
City Planner is working with representatives of Naegele in an effort
to provide the necessary cross sections and a graphic illustration
of the sign for City Council review. Due to the Thanksgiving holi-
day, it was not possible to get the information until Monday, and
it will be included as a part of the administrative packet. The
City Administrator and City Attorney are researching the storm
j
Agenda Information Memo
November 24, 1981
Page Twelve
sewer appeal question that was raised regarding the property that
is designated for the sign location. This information will also
be available as a part of the administrative packet. For additional
information on this item, refer to pages 79 through 82 of the Novem-
ber 17, 1981 agenda information packet. _Special Note: The `applica-
tion that was presented` to the City did indicate a 12 foot by 25
foot billboard with steel construction which totals 300square
feet. This is considerably lower in total square footage that
the sign presented to the City Council at the last meeting.
ACTION TO BE CONSIDERED ON THIS MATTER; . To approve or deny the -
billboard for Naegele Outdoor Advertising' Company.
CEDAR CLIFF COMMERCIAL ADDITION PRELIMINARY PLAT
E. Steven J. Flanagan for Preliminary Plat Approval of Cedar Cliff
Commercial Addition - On November 17 , 1981 , the City Council for-
mally reviewed the preliminary plat application for the Cedar Cliff
Commercial Addition. During the review of this preliminary plat ,
there was considerable discussion pertaining to the alignment of
the proposed road through this subdivision. The Council continued
consideration of this item until the December 1 meeting to allow
staff time to research the; following concerns:
1. Costs associated with relocating Scott Trail" to-the eastern
edge ;of the proposed plat ;
2. Traffic implications of off-setting the proposed inter-
section with Erin Drive at Nicols Road on the west edge
of this proposed plat .
A location map referencing the street patterns north of Cliff Road
adjacent to Nicols Roadisenclosed on page 53A for Council infor-
mation. In order to relocate Scott Trail rom its present- inter-
section with Cliff Road to the eastern boundaries of this plat ,
it would require a considerable amount of fill to be placed in
this low area. This fill would be required to be placed whether
this road were relocated or not. However, the developer has in-
dicated that he does not intend to develop the eastern edge of
this plat until- a later date. The total cost to perform the removal
of the existing Scott Trail and to construct its relocation adjacent
to the eastern boundaries of this proposed plat has been calculated
and broken :down as follows
Est.
Item Const. 27% O.H. Total
Street $315100 $ 8,400 $39 ,500
Fill 75,000 20,250 95 ,250
s TOTAL
$134,750
Agenda Information Memo
November 24, 1981 . .;
Page Thirteen
J.
Although the total construction cost seems considerably high, it
should be noted that approximately 71% of the cost is associated
with the necessary fill to construct this roadway to proper align-
ment and grade. This fill would be required irregardless if the
road is constucted in this location or not The estimated price
of this fill was based on the premise that no material was available
on site and it would have to be brought on site from another loca-
tion. This relocated entrance road could serve as a`central access
point for the property located to the east ofthisproposed plat .
As such, the Council could consider sharing a portion of this cost
on an assessment basis against the adjacent property for its benefit
received.
Pertaining to the proposed relocation of the westerly intersection
of this proposed interior road with Nicols Road, it was originally
intended to line up with the existing intersection of Erin Drive
and Nicols Road, providing a four way intersection approximately
740 feet north of the center line of Cliff Road. The attached
exhibit shows a proposed relocation of this westerly intersection
with Nicols Road which would result in a center line to center
line offset north of Nicols Road of approximately 430 feet. This
would provide for approximately 310 feet between the center Sine
of this proposed intersection with the existing center line of
Erin Drive at Nicols Road. Both off-set dimensions are acceptable
from engineering standards . However, in looking at the overall
relationship of the roads in the Mari Acres Addition to the Cedar
Cliff Addition, it would provide a continuation of off-set intersec-
tions that would vary from 300 to 550 feet. . This is not desirable
in trying to provide proper traffic control for the anticipated
turning movements associated with the futuredevelopment of the
commercial property within the Mari Acres Addition on the west
side of Nicols Road. If these intersections were off-set, it would
eliminate any feasible alternative for providing signalization
at the intersection of existing Erin Drive in the future as traffic
may warrant
ACTION TO BE CONSIDERED' ON THIS MATTER: To approve or deny the
preliminary plat for Cedar Cliff Commercial Addition with the appro-
priate conditions as recommended by the Advisory Planning Commission
and City Council .
Y ��
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Agenda Information Memo
November 24, 1981
Page Fourteen
WHO i
AMCON CORPORATION/RAVINE PLAZA APPLICATIONS
A. Ancon Corporation for Rezoning from A to PD to Allow Two Office
Buildings and Hotel Complex; Preliminary Plat of Ravine Plaza;
and for Variance to Exceed the Height Limitation in a Commercial
District The Advisory Planning Commission is considering the
Amcon Corporation applications at their November 24, 1981 meeting.
Due to the fact that a special subcommittee meeting to make final
review of the subdivision ordinance changes and also height limita-
tions is not scheduled until Thursday, December 3, 1981 , it would
be premature for the City Council to review the 'action of the APC
Therefore, this item is advised- fo-r continuance until the December
15 , 1981 City Council meeting to allow a report and fact finding
from the special subcommittee, specifically regarding their recom-
mendations on height limitations. A: copy of the City Planner's
report, action of the "APC and further data will be provided as
a part of the 12-15-81 City Council agenda information packet .
ACTION TO BE CONSIDERED ON THIS MATTER: To continue the Amcon
Corporation applications for -consid r to
�: a n until the December 15
1981 City Council meeting. '
PYLON SIGN - BURNET REALTY
B. Burnet Realty for a Conditional Use Permit for a Pylon Business
Sign A public hearing was held before the APC at the November
24, 1981 meeting to consider an application for a conditional use
permit to allow a pylon sign at the Burnet Realty office located
at 4655 Nicols Road. Action taken by the APC was not available
at the time this memorandum was prepared due to the Thanksgiving
holidays . A copy of the APC minutes and specifically action taken
on this item will be made available for review as a part of the
administrative packet on Monday. For a copy of the City Planner' s
report, refer to pages through .
ACTION TO BE CONSIDERED ON THIS MATTER: To approve or deny the
recommendation of the APC regarding the pylon sign for Burnet Realty.
S
CITY OF EAGAN
SUBJECT: CONDITIONAL USE PER 11T TO ALLOT^1 A PYLON SIGN
APPLICANT: LEONARD MACKINNON (BURNET REALTY)
LOCATION: NE a OF NTI&, SECTION 31, 4655 NICOLS ROAD
EXISTING ZONING: LB (LIMITED BUSINESS)
DATE OF PUBLIC HEARING: NOVEDSER 24, 1981
DATE OF REPORT: NOVa1BER 17, 1981
REPORTED BY: DAVE OSBERG, PLANNING ASSISTANT
APPLICATION STM ITTED:
An application has been submitted for a conditional use permit to allow a pylon
sign at the Burnet Realty office located at 4655 Niools Road.
COMMENTS
The proposed sign is allowed within a Limited Business District under a conditional
use permit as required by Ordinance 16. Section 16.06, Subdivision 2 regulates the
use of pylon signs and Subdivision 4 regulates pylon signs adjacent to freeways.
Pylon signs may not be located within 300 feet of another pylon sign measured on
same side of street. No pylon sign may project more than 27 feet above the lot or
roadway level. The maximum area per side of a pylon sign is 125 square feet.
The proposed sign has dimensions of 11' 1" x 7' for a total signage area of 77.581
square feet per side. Measured from the top of the pylon sign to the ground, the
total height is 251 . The proposed site for the sign is 300' from another pylon sign
which meets the requirements set forth by the City of Eagan. The nylon sign will be
15' 7" from the property line which meets the requirements. (See exhibits)
If approved, the pylon sign shall be subject to the following conditions:
1. The pylon sign may not be located within 300' of any other pylon sign measured
on the same side of the street.
2. The pylon sign may not project more than 27' above ground level.
3. The pylon sign may not exceed 77.581 square feet of signage per side.
4. The pylon sign shall not be located nearer than 10' from any property or
dividing line.
5. The sign shall be in conformance with all other applicable ordinances.
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Agenda Information Memo
November 24, 1981
Page Fifteen ,
t
PROJECT 33$
A. Project 338, Receive Report/Review Survey Results (City Water
Treatment Plant) -- With the continuing number of complaints re-
ceived by City Hall pertaining to water quality, the Council
directed the staff to prepare a feasibility report pertaining to
construction of a water treatment plant under Project 338. A
detailed research analysis report pertaining to overall water
quality and demand was prepared as a. support document for the sum-
feasibility report for Project, 338 which is being presented _.
to the Council for their review and comments . In conjunction with
the preparation of these reports through our consulting engineering
firm of Bonestroo Rosene, Anderlik and Associates , Inc. , a survey
of water quality was sent to all affected businesses and citizens
as a part of the fall Eagan Newsletter. The results of this survey
tabulating the responses received are also included as a part of
this report and are enclosed on pages 61through "72.,. for your
information. The survey is provided as a means of in orming the
Council of, the general feeling of the public, those who completed
the questionnaire and returned them to the City for review and
tabulation. The feasibility, report discusses the details in summary
form associated with the construction of both an iron/manganese
removal and a hardness reducing. water treatment plant in conjunction
with the cost associated with both construction and suggested means
of financing both the capital expenditure and the annual operation/
maintenance costs associated with this: proposed facility. The
staff would like to discuss in detail the results of the survey
and the feasibility report for Project 338 before formally
scheduling any City wide informational hearing or public hearing
pertaining to ultimate construction of this facility. This will
provide staff an opportunity to address any questions or concerns
the Council may have pertaining to this proposal prior to the infor-
mational/public hearing that would be forthcoming., A copy of the
feasibility_report will be delivered on Friday.
ACTION TO BE -CONSIDERED ON THIS MATTER: To receive the report
and survey results for Project 338 for the: water treatment plant
and schedule an ,informational/public hearing date.
s/Thomas L. iHedges
City Administrator 60
EAGAN WATER SURVEY
Prepared by THE DOCUMENT CENTER
October 29, 1981
The following tabulations represent the responses given during the recent
Public Works Survey. Table 1 contains the quantification and analysis
based upon three factors:
. Total questionnaires sent- 9118,
. Total water connections within the city- 8048, and
. Total respondents- 1342
The format includes a summary of each question, the number of responses
for each question, (Yes, No and N/A ie. no response )
iven and three
9
percentages, expressing the percent responses for each of the above three
factors.
Table 2 contains the correlations for selected questions. The format in
this table is a reference to the question by number, a tabulation of how
many respondends answered that question as noted and a percentile analysis
for those which similarly answered other questions as noted. The remain-
ing statistics indicate the number of individuals within that group which
also answered these other questions affirmatively. The percentage repre-
sents those respondents as a percentage of the total group
TABLE 1
STATISTICAL TABULATIONS
% OF 9118 % OF 8048 % OF 1342
QUESTION RESPONSES SENT CONNECTIONS RECORDS
1. How long have you lived in the City?
0 - 6 months 70 0.8 0.9 5. 2
more than 6 mos. 1272 14. 0 15. 8 94. 8
Average years lived in Eagan = 8. 0 years
2. Are you presently connected to City Water?
Yes 1321 14. 5 16.4 98. 4
No 20 0. 2 0. 2 1. 5
N/A 9 0. 1 0.1 0 . 7
3a. Have you ever experienced discoloration in your water?
Yes 1221 13. 4 15. 2 91. 0
No 125 1.4 1. 6 9. 3
N/A 4 0 . 04 0. 04 0. 3
3b. If yes, how often?
Yearly 458 5. 0 5. 7 34. 1
Monthly 277 3.0 3. 4 20 . 6
Weekly 324 3. 6 4. 0 24. 1
Daily 145 1.6 1. 8 10 .8
N/A138 1.5 1.7 10. 3
THE CITY OF EAGAN / THE DOCUMENT CENTER
"Water Quality Survey" page 1
TABLE 1 cont.
STATISTICAL TABULATIONS
% OF 9118 % OF 8048 % OF 1342
QUESTION RESPONSES SENT CONNECTIONS RECORDS
4a. Have you ever experienced taste/odor problems?
Yes 779 8.5 9 .7 58. 0
No 547 6. 0 6. 8 40. 8
N/A 15 0. 2 0. 2 1. 1
4b. If yes, how often?
Yearly 227 2. 5 2. 8 16. 9
Monthly 166 1.8 2. 1 12. 4
Weekly 184 2. 0 2. 3 13. 7 .
Daily 207 2. 3 2. 6 15. 4
N/A 558 6. 1 6. 9 41.6
5. Have your water faucet fixtures ever become stained?
Yes 856 9. 4 10 . 6 63. 8
No 452 5.0 5.6 33. 7
N/A 34 0. 4 0. 4 2. 5
6. Have you ever experienced a mineral deposit buildup on fixtures?
Yes 1001 11. 0 12. 4 75. 0
No 317 3.5 3. 9 23. 6
N/A 26 0. 3 0. 3 1.9
7a. Do you presently have a water softener?
Yes 1062 11.6 13. 2 79. 1
No 251 3.0 3.1 18. 7
N/A 27 0. 3 0. 3 2. 0
7aa. -an iron removal filter system?
Yes 69 0. 8 0. 9 5. 1
No 1122 12. 3 13.9 83. 6
N/A 149 1.6 1.9 11.1
7b. If no, intentions of installing a Water Softener within the next year?
Yes 61 0. 7 0. 8 4. 5
No 291 3. 2 3.6 21.7
N/A 997 10.7 12. 1 72. 8
7bb. An Iron Removal Filter System?
Yes 42 0. 5 0. 5 3. 1
No 923 10.1 11.5 68.8
N/A 76 0.8 0. 9 5.7
THE CITY OF EAGAN THE DOCUMENT CENTER
"Water Quality Survey" ' page 2
b Z.
TABLE 1 cont.
STATISTICAL TABULATIONS
% OF 9118 % OF 8048 % OF 1342
QUESTION RESPONSES , SENT CONNECTIONS RECORDS
8a. Do you feel that your water supply should be "softened"?
Yes 815 8.9 10. 1 60. 7
No 432 4. 7 5. 4 32. 2
N/A 97 1.1 1. 2 7. 2
8b. . . . .have the iron removed?
Yes 999 11. 0 12. 4 74. 4
No 239 2.6 3. 0 17. 8
N/A 101 1.1 1. 3 7. 5
9a. If yes, who do you feel should provide Soft Water qualities?
City 371 4. 1 4. 6 27. 6
Homeowner 745 8. 2 9. 3 55. 5
N/A 226 2. 5 2. 8 16. 8
9b. Iron Removal qualities?
City 913 10. 0 11. 3 68. 0
Homeowner 240 2.6 3.0 17. 9
N/A 189 2. 1 2. 3 14. 1
10. Would you like to have the City hold an informational meeting?
Yes 952 10. 4 11.8 70. 9
No 244 2.7 3.0 18. 2
N/A 140 1. 5 1.7 10. 4
11. 114 comments input from 268 records
The attached report provides the comments made by approximately 50% of the
first 250 surveys answered.
THE CITY OF EAGAN THE DOCUMENT CENTER
"Water Quality Survey" ' page 3
63
Table 2
CORRELATION ANALYSIS
QUESTION YES YES YES YES CITY CITY
7a. YES: 1062 3. 953 4. 582 5. 623 6. 756 9a. 244 9b. 694
89. 7% 54. 8% 58. 7% 71.9% 23. 0% 65. 3%
NO: 251 3. 241 4., 178 5. 206 6. 219 9a. 114 9b. 197
96. 0% 70. 9% 82. 1% 87.3% 45. 4% 78.5%
7aa. YES: 69 3. 64 4. 46 5. 48 6. 49 9a. 14 9b. 39
92. 8% 66. 7% 69. 6% 71.0% 20. 3% 56. 5%
NO: 1122 3. 1019 4. 643 5. 702 6. 844 9a. 310 9b. 773
90. 8% 57. 3% 62. 6% 75. 2% 27. 6% 68.9%
7b. YES: 61 3. 58 4. 39 5. 51 6. 49 9a. 27 9b. 42
95. 1% 63.9% 83. 6% 80. 3% 44. 3% 68.9%
NO: 291 3. 277 4. 199 5. 230 6. 253 9a. 109 9b. 222
95. 2% 86.4% 79. 0% 86.9% 37. 5% 76. 3%
7bb. YES: 42 3. 40 4. 28 5. 29 6. 32 9a. 12 9b. 28
95. 2% 66. 7% 69. 0% 76. 2% 28. 6% 66. 7%
NO: 921 3. 842 4. 524 5. 585 6. 700 9a. 255 9b. 638
91.4% 56.9% 63. 5% 76. 0% 27. 7% 69. 3%
THE CITY OF EAGAN THE DOCUMENT CENTER
"Water Quality Survey" 6LL page 4
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TO: THE HONORABLE MAYOR AND THE CITY COUNCIL
FROM: THOMAS A. COLBERT, DIRECTOR OF PUBLIC WORKS �n—
DATE: NOVEMBER 27, 1981
RE: 12-1-81 CITY COUNCIL MEETING, SUPPLEMENTAL INFORMATION
Because of the early Council packet distribution that occurred due to the
Thanksgiving Holiday schedule, the feasibility report for Project 338 was
not completed in time for inclusion in the normal packet distribution that
was sent out on Tuesday, November 24. Therefore, this report is being sent
to you for your attention so that you may have an opportunity to review it
in detail prior to the December 1st Council Meeting when it is anticipated
that this report will be discussed.
We have also completed a tabulation and comparison of user rate fee schedules
from 23 municipalities in the metropolitan area. It is hoped that this re-
port will help to give the Council some insight as to what comparative rates
in other communities are for sanitary sewer and water users of the City's
system. This comparison is based on present 1981 rate structures for all re-
ferenced municipalities.
Our Consulting Engineer, Bob Rosene, and myself will be available at the
December 1st Council Meeting to discuss in detail any aspect of the report
or survey.
TAC/j a ch
cc - Thomas L. Hedges, City Administrator
pip
November 27, 1981
DEAR MAYOR AND COUNCIL:
The attached letter was not able to be included in the mailing sent out on
Wednesday, November 25. Discussion with Paul Hauge's office has indicated
that a verbal response on Monday, November 30, or as soon as possible, would
be greatly appreciated and help to assist in his discussions with the appel-
lants attorneys.
Sincerely,
Thomas A. Colbert,
Director of Public Works
TAC/j ach
PIP
PPPPP
PAUL H. HAUGE & ASSOCIATES, P.A.
ATTORNEYS AT LAW
3908 SIBLEY MEMORIAL HIGHWAY
EAGAN (ST. PAUL). MINNESOTA 58122
PAUL H. HAUGE AREA CODE 612
BRADLEY SMITH November 25, 1981 TELEPHONE 454.4224
KEVIN W. EIDE
DAVID G. KELLER
Eagan City Council
3795 Pilot Knob Road
Eagan, Mn 55122
Re: Thomas Lake and Carlson Lake Storm Sewer Trunk Appeals
Dear Mayor and Councilmembers:
On Friday, November 20, Phil Gjevre and Ken Ketcham called and asked to meet
with me and Brad at our office concerning a proposed settlement of the Thomas
Lake and Carlson Lake storm sewer trunk appeals. We discussed in detail the
status of the assessments including the fact that a hearing has now been
scheduled for December l at the regular City Council meeting regarding the
87 parcels being reassessed. The assessment includes approximately $4,000
in appraisal fees and other miscellaneous costs incurred by the City during
the reassessment process which have been spread out on a percentage basis
on the assessment roll amongst all of the 87 parcels.
When the notices were sent to the property owners, apparently there was an
error in some of the figures included in the notice in that our appraiser
Bob Hutchinson had some figures that were not correct. New notices have
been sent out and this should not constitute a defect in the proceedings
because the amounts on the notices are not a requirement by statute.
Mr. Gjevre and Mr. Ketcham recommended that the hearing be continued until
January in order for the Council to seriously look at the possibility of
negotiating a settlement. Their suggestion was a 40% reduction in the amount
of the storm sewer assessment on each of the parcels. They also indicated
that they would attempt to avoid publicity and therefore not create a precedent.
We have discussed this proposal with Tom Colbert and Tom Hedges and also with
Councilmember Parranto and it was decided that I send a note to all the
Councilmembers asking their reaction by Friday, November 27 concerning this
proposed settlement offer. The total amount of assessments are $54,000 meaning
about a $20,000 reduction at 40%.
If the Council decides that further negotiation is proper, the hearing could
be continued but at present the hearing is scheduled for December 1. I
understand that Ken Ketcham has 87 written objections ready to be filed on
December 1 if the hearing is held on that date and if this does happen then
we would recommend that a separate night be scheduled by the Council for
hearings on as many of the objections as possible. I understand that there
r•
-"q�q
r•
Eagan City Council
November 25, 1981
Page Two
are a number of Council meetings in December and Tom Hedges suggested the
possibility of December 10 at 7:00 p.m. at City Hall.
In any event, I would appreciate having a call from each of you hopefully by
Friday so that we can pass on to Mr. Ketcham and Mr. Gjevre the reaction of
the Council.
Very-truly;fyours,
Paul H. Hauge
skk
SUMMARY
REPORT
ON
WATER TREATMENT
PROJECT NO. 338
FOR
EAGAN, MINNESOTA
1981
it Poul, miam D&
1�l(W I` J . Kri7h A.Cnrdoa, P.E.
I Unrr G.Boncstroo, P.E. Thon+as E.Noyes, P.E.
Ci p Robcrt IV.Rosene,P.E. Richard IV.Faster, P.E.
J,,ecrh C. Anderlik,P.E. Robert G.Schanicht. P.E.
.2335 It/ `/+»moi #IA.-ay 36 Bradlard A. Lemberg. P.E. Afanin L.Sorrala, P.E.
P.-4 Richard E. Turner, Y.E. Donald C. Burgardt.P.E.
S/. na..l, Afi..,�55tt3 James C.Olson. P.E. Jerry A.Bandon,P.E.
PA.:612-636-4600 � Mark A.Hanson,P.t'.
Charles A.Erickson
Leo Af. Pawelsky
November 13, 1981
�( 1956 1981 Harlan Af. Olson
nrtrid e.olsar+
cl nnr versary'
Honorable Mayor and Council
City of Eagan
3795 Pilot Knob Road
Eagan, Mn. 55122
Re: Summary Report on Water Treatment
Project 338
Our File No. 49230
Dear Mayor and Council:
Transmitted herewith is our Summary Report on Water Treatment, Project 338.
This report provides a summary of the more detailed report on Water Treatment
for the City of Eagan.
We will be pleased to meet with the Council and other interested parties at a
mutually convenient time to review this report. It is suggested that a Public
Information Meeting be held at your convenience.
Respectfully submitted,
I
STROO, kSENE, ANDERLIK & ASSOCIATES, INC.
s R. Maland
JRM:li
I hereby certify that this report was prepared
by me or under my direct supervision and that
I am a duly Registered Professional Engineer
under the laws of the State of Minnesota.
Robert W. Rosene
Date: November 13, 1981 Reg. No. 3488
Approved by: �
fat
omas A. Colbert
Director of Public Works
Date. 7-
7231a
7231a
SUMMARY REPORT ON
WATER TREATMENT
PROJECT NO. 338
EAGAN, MINNESOTA
November 5, 1981
SCOPE: The City of Eagan currently obtains its water supply from wells
drilled into the Jordan Sandrock Aquifer. The Jordan water is very hard and
also contains excessive amounts of iron and manganese which have resulted in
many customer complaints regarding red or rusty water, spotting of clothes,
staining of fixtures, . and odors.
The 1981 published Report on Water Treatment for the City of Eagan re-
views the current water quality problems and evaluates the various methods of
removing objectionable materials from Eagan's raw water. This Water Treatment
Report provides cost estimates and a financing plan for a 12 million gallon
per day (MGD) treatment plant which is anticipated to serve the City of Eagan
through the year 2000. This Summary Report presents a synopsis of the Report
on Water Treatment.
EXISTING FACILITIES: The City has nine existing wells with a total capacity
of approximately 8,500 gallons per minute (GPM) or 12.24 MGD. Most of the
water is supplied by six wells of 1000 to 1400 GPM capacity located on the two
municipal well sites. Three smaller wells of approximately 500 GPM each are
currently used only during peak demand periods.
The existing storage includes a 0.5 MG elevated tank at the Univac site, a
5.0 M.G. ground reservoir on Yankee Doodle Road near T.H. 149 and a 2.0 M.G.
ground reservoir on Cliff Road east of Pilot Knob Road. A booster station at
the 2.0 M.G. reservoir provides service to the southern portion of the City.
- 1 -
7168a
The existing Eagan water system currently serves approximately 4,952 con-
nections and approximately 20,000 people. This system receives water directly
from the deep wells following fluoridation and chlorination. Fluoridation and
chlorination, as required by the Minnesota Department of Health, are the only
water treatment now performed.
WATER DEMANDS: The rate of water consumption varies widely during different
periods of the year and different hours of the day. Present water usage, in-
cluding residential, commercial, industrial and public uses, averages approxi-
mately 135 gallons per capita per day. A maximum day water demand during the -
lawn sprinkling season is 2.5 to 3 times this rate. For example, the 1980
daily usage averaged 2.6 MGD while peak day demand reached approximately 8.7
MGD during hot summer weather. While rates vary during the peak day, the maximum
hour consumption imposes the critical demand on the distribution system. Max-
imum hour rates are met through a combination of water from the wells and from
the storage reservoirs. These maximum hour rates are usually of relatively
short duration during the daylight hours which allows the reservoirs to fill
during the night.
WATER QUALITY: All of the municipal water for Eagan is drawn from the Jordan
aquifer. Water obtained from this strata or deeper stratas is considered to
be safe from pathogenic or disease causing organisms. However, such water
normally contains other objectionable substances which must be removed to
avoid customer complaints. Water taken from the Jordan aquifer typically has
excessive amounts of iron and hardness producing minerals and manganese is
frequently present. Even small amounts of iron and manganese can cause prob-
lems. The U.S. Public Health Service indicates that an iron content of 0.3
2 -
7168a
parts per million (ppm) and/or a manganese content of 0.05 ppm can be expected
to create problems with the staining of plumbing fixtures and clothing and
other nuisance type conditions. The American Waterworks Association indicates
that an ideal quality water would have less than 0.05 ppm of iron and less
than 0.01 ppm of manganese. The municipal wells in Eagan vary from 0.06 to
4.8 ppm of iron and from 0.02 to 0.24 ppm of manganese. Considering only the
large wells located in the two major well fields, iron averages 0.28 ppm and
manganese averages 0.21 ppm. See Appendix "B" for comparison.
The total hardness of the Eagan water supply is about 300 ppm or 17.4
grains per gallon (gpg). Water over 180 ppm or 10.5 gpg is considered very
hard. Both Minneapolis and St. Paul have their water supply's hardness re-
duced to 4 to 5 gpg. The most common objections to hard water are:
1. It consumes excessive amounts of soaps and detergents.
2. It has an adverse effect on clothing and other articles being
washed.
3. Accumulation of mineral scale from hard water shortens the life
of different types of fixtures and heating systems.
4. It is unsuitable for many industries.
Results of a questionnaire circulated by the City of Eagan in September,
1981 indicate that approximately 80% of the residents are utilizing home water
softeners.
WATER TREATMENT: The citizens of Eagan have expressed their displeasure with
the current quality of water being supplied. Most of this displeasure has
been directed toward iron in the water though it is suspected that manganese
is contributing substantially to the problem. The hardness of the water is
- 3 -
7168a
{
also an undesirable characteristic. The large number of home softeners in use
indicates that most residents desire to have softened water.
Iron and Manganese: The most feasible method for removing iron and manganese
from the municipal water of Eagan involves oxidation by potassium permanganate
using continuously regenerated manganese green sand filters. Potassium per-
manganate is continuously added to the raw groundwater prior to passage
through a filter bed of green sand exchange medium. Both the iron and manga-
nese ions are precipitated from the water and removed through this filtration
process.
This treatment process can utilize either the pressure type or the gravity
flow type filters. Cost estimates for both methods of filtration are con-
tained in the Water Treatment Report. The treatment plant utilizing gravity
flow filters is estimated to be approximately 14% less in initial cost. This
plant has a further advantage because the filtration and backwash operations
are more easily monitored in the open tanks of the gravity filter as opposed
to the closed tank pressure filters. The operation and maintenance costs of
the gravity filters are slightly higher than the pressure filters but the tot-
al average annual cost of the gravity filter system is lower.
Iron and manganese cannot be conveniently removed with home water soften-
ers. Special treatment units are required but they are expensive and not com-
monly found in individual homes. Iron and manganese cause problems with stan-
dard home softeners and can significantly increase the cost of operating home
softeners.
Hardness Reduction: The two major methods of reducing hardness are the ion
exchange and the lime-soda process. Most home softeners use the ion exchange
- 4 -
7168a
method in which a sodium zeolite exchanges sodium ions for the calcium or
hardness producing ions. Most home softening systems soften only the water
a
going to the hot water heater and provide unsoftened water through the cold
water tap for drinking and other domestic uses.
Hardness reduction of municipal water supplies normally is provided by the
lime-soda ash method which removes approximately two-thirds of the hardness
from the water by precipitation and does not add sodium ions to the resulting
hardness reduced water. The majority of the hardness of the water in Eagan
is of the bicarbonate type with very little non-carbonate hardness. Under
normal conditions, lime is used to remove the bicarbonate hardness and soda
ash is utilized to remove the non-carbonate hardness. Because very little
non-carbonate hardness exists, soda ash is not required and hardness reduction
can be achieved with the lime process only.
The lime process provides complete treatment of municipal water, since in
addition to reducing hardness, it removes iron and manganese. No additional
chemicals or treatment steps are required for this iron and manganese remov-
al. The lime treatment process follows a sequence of aeration, chemical addi-
tion, mixing, flocculation, settling, re-carbonation and filtration. The lime
sludge which accumulates on the filters must be sufficiently dewatered so that
it can be handled, transported and placed in a landfill with no detrimental
effects on the landfill itself.
Groundwater Contamination: Recent advances in the analytical techniques for
the detection of very low concentrations of toxic compounds in water have in-
creased public awareness of existing and potential problems of groundwater con-
- S -
7168a
tamination. Many of the toxic compounds detected have been definitely linked
to cancer. Most groundwater contamination that has occurred to date is the
result of improper disposal of toxic chemical waste. The leaking of these
contaminants through the ground and into the water supply aquifers is a slow
process which may take many years and is primarily dependent upon the distance
and nature of the soils through which the contaminant must travel. At the
present time there are no known contaminants in the Jordan aquifer in the vi-
cinity,of Eagan and it is certainly the intention of the State and City offi-
cials to make every effort to prevent such a contamination from occurring in
the future. Should such contamination occur, a central treatment plant, as pro-
posed, would provide a point at which contaminants could be removed.
Sizing and Phased Construction: A review of the current average and peak de-
mands in combination with the expected growth of the City indicates that a
water treatment plant of 12 MGD capacity is the optimum size for the first
stage of treatment for the City of Eagan. Based on the expected growth pat-
terns, this 12 MGD plant should be sufficient to the year 2000. Initially,
the plant will meet all the peak demands. As demands increase, small amounts
of untreated water will have to be blended with the treated water to meet peak
demands on an average of five times per year. This infrequent blending of un-
treated water is expected to cause no water quality problems and is insignifi-
cant compared to the cost savings achieved through the use of a 12 MGD plant
as compared to a larger 16 MGD plant. A plant of 16 MGD capacity would be re-
quired to meet all peak demands through the year 2000. By blending untreated
and treated water 1.5% of the time (4-6 times/yr) a 25% reduction in plant
size can be achieved (12 MGD vs. 16 MGD) .
- 6 -
7168a
lory
COST ESTIMATES: Cost estimates have been prepared for the construction of an
iron and manganese removal plant utilizing pressure filters, the same type of
plant utilizing gravity filters and a hardness reduction plant utilizing the
lime process. Costs are based on 1982 construction costs and can be related
to the Engineering News Record (ENR) Index for Construction of approximately
3916. If construction is delayed beyond 1982, future changes in this index
will provide reasonably accurate cost changes for the project.
The cost estimates for the three plants were compared on an annual cost
basis. Detailed cost estimates are provided in Appendix '_'C" to this report.
A summary of the cost estimates is presented in the following table:
12 MGD TREATMENT PLANT
COST SUMMARY
Type of Plant Total Capital Cost Annual Cost*(20 yrs)
Iron & Manganese (Gravity Filters) $ 6,871,000 $1,083,500
Iron & Manganese (Pressure Filters) $ 7,842,000 $1,164,500
Hardness Reduction (Lime Process) $10,943,000 $1,773,200
(with Iron & Manganese Removal)
* Includes operation and maintenance costs for the initial year of opera-
tion.
It is proposed that the expenditures for water treatment be recovered
through the use of a combination of the following:
A. Water user rate Revenue (cost/1000 gal)
B. Continuation of Treatment surcharge to the quarterly
water bills (1981 rate is $2.75/qtr)
C. Treatment Plant connection fee added to existing water
connection permit
D. Accumulated water treatment funds
7 -
7168a
The current water bill incorporates water treatment surcharges of $2.75
per connection per quarter and approximately 8.00 per 1,000 gallons of water
used. These surcharges would be continued. The treatment plant connection
charge would be charged only to new connections to the system and not to those
presently connected to the water system. The costs of operation and mainten-
ance as well as a portion of the bonded debtedness would be covered by water
revenue from increased water rates. The expected cost recovery system along
with a summary of the existing water rates is presented below:
WATER SUPPLY AND TREATMENT
COST RECOVERY SYSTEM
A) Existing Water Rates
Administration $2.80/quarter
Treatment Surcharge 2.75/quarter
Subtotal $5.55/quarter
Water Rate $0.55/1,000 gals. 15,000 gal/qtr
TOTAL (Based on 24,900 gal/qtr) $19.24/qtr minimum)
B) Water Rates with 12 MGD Iron & Manganese Removal Plant
Treatment Plant Connection Charge $450.00/connection**
Administration $2.80/quarter
Treatment Surcharge 2.75/quarter
Subtotal $5.55/quarter
Plant Capital Cost $0.15/1,000 gals.
Plant 0 & M Costs 0.18/1,000 gals.
Subtotal $0.33/1,000 gals.
Current Water Rate $0.55/1,000 gals.*
Total Water Rate $0.88/1,000 gals.
TOTAL (Based on 24,900 gal/qtr) $27.46/qtr (42.7% increase)
- 8 -
7168a
C) Water Rates with 12 MGD Hardness Reduction. Plant (including Iron & Manga-
nese Removal)
Treatment Plant Connection Charge $650.00/connection **
Administration $2.80/quarter
Treatment Surcharge $2.75/quarter
Subtotal $5.55/quarter
Plant Capital Cost $0.40/1,000 gals.
Plant 0 & M Costs $0.35/1,000 gals.
Subtotal
$0.75/1,000 gals.
Current Water Rate $0.55/1,000 gals.*
Total Water Rate $1.30/1,000 gals.
TOTAL (Based on 24,900. gal/qtr) $37.92/qtr (97.1% increase)
* Includes $0.08/1,000 gals. surcharge for treatment
** Residential equivalent connection
The effect of the increased water rates for a typical family of three is
demonstrated in the following table:
TYPICAL WATER BILL INCREASE
FAMILY OF THREE
Daily Water Use 270 gallons
Monthly Water Use 8,300 gallons
Yearly Water Use 100,000 gallons
Added Cost - Iron & Manganese Removal
$2.73/mo.($8.19/qtr)
Added Cost - Iron, Manganese removal & Hardness Reduction $6.23/mo.(_$18.69/gtr)
ECONOMICS OF MUNICIPAL HARDNESS REDUCTION
Detailed comparisons of costs were made between municipal hardness reduc-
tion, municipal hardness reduction plus additional home softening and home
softening, only. In this analysis it was assumed that municipal iron and man-
- 9 -
7168a
ganese removal would be provided as. a minimum treatment in all three cases.
The cost of municipal hardness reduction was therefore assumed to be the added
capital and operation and maintenance cost of hardness reduction with iron and
manganese removal over iron and manganese removal only. The cost per 1000
gallons for hardness reduction was based on the assumption that the entire
cost of treatment would be recovered through water rates. A comparison of the
costs is presented below:
ALTERNATE SOFTENING METHODS
COST SUMMARY
Municipal Hardness Reduction 42 /1000 gallons
Municipal Hardness Reduction
plus Home Softening 88t/1000 gallons
Home Softening 87C/1000 gallons
Hardness reduction provided by a municipal plant is less expensive than
that provided by the home softener. Hardness reduction by the lime process
removes approximately two thirds of the hardness. Those residents having ex-
isting water softeners can continue to reduce the hot water to 0 gpg hardness
utilizing only approximately one third as much salt for regeneration purposes
as they are currently using. Future residents desiring 0 gpg hardness in
their hot water could purchase a smaller water softener than is currently
used. Those future residents who feel that hardness reduction to 5 gpg is ad-
equate would not require a water softener. A disadvantage of municipal hard-
ness reduction is that water customers would lose the option of using 17 gpg
water in their cold water systems.
- 10 -
7168a
Appendix A on page 12 presents an elementary financial analysis that was
used to show the impact on the utility fund balance using the connection and
rate fees presented in this report. It should be noted that the connection
charge shows a 5% annual increase to reflect the anticipated annual increase
,t
of capital costs for individual home unit installations while the user rate
fee remains constant due to the fact that the estimated annual operation and
maintenance costs were based on constant 1982 dollars.
A more detailed financial analysis will be prepared by the City's fiscal
consultants and presented as a supplement at a later date.
PROPOSED
TIME FRAME
SCHEDULE
Presentation of Report to Council December 1981
Public Hearings Winter 1982
Approve Plans & Specs/Order Bids Spring 1982
Begin Construction Summer 1982
Plant Operational Winter 1983
- 11 -
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12 -
APPENDIX "B"
COMPARATIVE TABLE
WATER QUALITY CHARACTERISTICS
ITEM DEPARTMENT OF HEALTH APWA* ' EAGAN'S MPLS/
PROBLEM LEVELS RECOMMENDED LEVELS EAGAN S RANGE AVERAGE ST.PAUL
IRON 0.3 0.05 0.06-4.8 0.28 N/A
MANGANESE 0.05 0.01 0.02-0.24 0.21 N/A
ARDNESS N/A N/A N/A 17.4 4-5
*American Public Works Association
N/A Not Available
13 -
APPENDIX "C"
TREATMENT PLANT COST SUMMARY - EAGAN
INITIAL. YEAR OF OPERATION
12 MGD PLANT - MAXIMUM MONTH DESIGN
Iron-Manganese Iron-Manganese
Gravity Filters Pressure Filters Hardness Reduction
Construction Costs $5,309,000 $6,064,000 $8,585,000
10% Contingencies 531 ,000 606,000 852,000
Sub-total $5,840,000 $6,670,000 $9,367,000
15% Engr. ,Legal,Admin. 876,000 1,001,000 1,405,000
Total $6,716,000 $7,671 ,000 $10,776 ,000
Relocate gas pipeline 171,000 171,000 171 ,000
Total Capital Cost $6,871,000 $7,842,000 $10,943,000
Annual Capital Cost $ 863,500 985,500 1,375,200
Operation & Maintenance * 220,000 199,000 398,000
Total Annual Cost $1,083,500 $1,164,500 $ 1,773,200
*Initial year of operation
- 14 -
7168a
1981
"INICIPAL SBER MID MATER
RATE COMARISON
With the assistance of the City of Bloomington, the attached survey
presents a comparison of average monthly and quantity costs for san-
itary sewer service and water availability. Based on the average
metropolitan usages, . the average water costs were based on 8,000
gal/mo and the sewer costs were based on 6,000 gal/mo. This compara-
tive- survey was based on these averages due to the many different
methods used by the cities of incorporating minimum fees and sliding
fee schedules per 1,000 gallons usage. This is not meant to be a
comprehensive survey but rather an informative one based on responses
received.
Those communities that presently have some form of water treatment are
so noted.
Thomas A. Colbert
November, 1981
NOVEMBER 19
*Iron Removal Treatment Plant WATER RATES
**Hardness reducing Plant
***Both Iron Removal & Hardness DECLINING TABULATION
Reducing
****Water purchased from
(Based on 8,000 gal/mo)
Mpls/St Paul
system
AVERAGE COST AVERAGE
COMMUNITY 1000 GALS. MONTHLY CHARGE
1. Prior Lake $1.05 $8.40
2. Maplewood **** 1.02 8.16
3. St. Cloud 1.01 8.10
4. Excelsior .99 7.95
5. Wayzata * .95 7.60
6. Bloomington *** .90 7.22
7. Columbia Heights **** .90 7.20
8. Richfield ** .90 7. 17
9. Golden Valley .85 6.80
10. St. Paul .85 6.80
11. Little Canada .80 6.40
�I
12. Brooklyn Park .79 6.28
13. Eagan .79 6.28
14. Woodbury .74 5.92
15. New Hope .71 5.68
16. Eden Prairie *** .62 4.96
17. Lakeville .62 4.99
18. Burnsville * .60 4.80
19. Oakdale .58 4.60
20. Blaine .49 3.89
21. St. Louis Park .47 3.73
22. Cottage Grove .40 3.20
23. Edina .40 3.20
Bloomington Proposal G 1.00 8.02
Bloomington Proposal H 1.02 8. 14
WASTEWATER RATES
DECLINING TABULATION
(Based on 6,000 gal/mo)
AVERAGE COST AVERAGE
COMMUNITY 1000 GALS. MONTHLY CHARGE
1. Woodbury $1.61 $9.67
2. Wayzata 1.50 9.00
3. Lakeville 1.26 7.57
4. Excelsior 1.22 7.33
5. Edina 1.17 7.00
6. Maplewood 1. 17 7.03
7. St. Paul 1. 10 6.60
8. Eagan 1.06 6.35
9. Brooklyn Park .97 5.83
10. New Hope .97 4.60
11. Oakdale .97 5.80
12. St. Louis Park .96 5.76
13. Prior Lake .95 5.70
14. Burnsville .89 5.33
15. Golden Valley .89 5.33
16. Blaine .85 5.08
17. Little Canada .83 5.00
18. Eden Prairie .80 4.80
19. Richfield .77 4.60
20. Columbia Heights .73 4.40
21. Bloomington .64 3.85
22. St. Cloud .64 3.84
23. Cottage Grove .56 3.33
Bloomington 1981 + 35% .87 5.22
WATER/WASTEWATER
COMBINED COST
DECLINING TABULATION
AVERAGE
COMMUNITY MONTHLY CHARGE
1. Wayzata $16.60
2. Woodbury 15.59
3. Excelsior 15.28
4. Maplewood 15.19
5. Prior Lake 13.40
6. St. Paul 13.40
7. Eagan 21:63:
8. Lakeville 12.56
9. Golden Valley 12. 13
10. Brooklyn Park 12.11
11. St. Cloud 11.94
12. Richfield 11.77
13. Columbia Heights 11.60
14. New Hope 11.50
15. Little Canada 11.40
16. Bloomington 11.07
17. Oakdale 10.40
18. Edina 10.20
19. Burnsville 10.13
20. Eden Prairie 9.76
21. St. Louis Park 9.49
22. Blaine 8.97
23. Cottage Grove 6.53
Bloomington Proposal G 13.24
Bloomington Proposal H 13.26
WATER/WASTEWATER RATES
NOVEMBER 1981
ASSUME: 8000 GALS:/MONTH WATER USE 6000 GALS./MONTH SEWAGE FLOW
---WATER WASTEWATER TOTAL AVG.
AVG. COST MONTHLY AVG. COST MONTHLY MONTHLY 1982
COMMUNITY 1000 GALS. CHARGE 1000 GALS. CHARGE CHARGE INCREASE
BLAINE $ .49 $3.89 $ .85 $5.08 $ 8.97
BLOOMINGTON .90 7.22 .64 3.85 11.07 YES
BROOKLYN PARK. .79 6.28 .97 5.83 12. 11 SEWER
BURNSVILLE .60 4.80 .89 5.33 10. 13 WATER
COLUMBIA HEIGHTS .90 7.20 .73 4.40 11.60 YES
COTTAGE GROVE .40 3.20 .56 3.33 6.53 YES
EAGAN .79 6.28 1.06 6.35 12.63 YES
EDEN PRAIRIE .62 4.96 .80 4.80 9.76 YES
EDINA .40 3.20 1. 17 7.00 10.20
EXCELSIOR .99 7.95 1.22 7.33 15.28
GOLDEN VALLEY .85 6.80 .89 5.33 12..13
LAKEVILLE .62 4.99 1.26 7.57 12.56 YES
LITTLE CANADA .80 6.40 .83 5.00 11.40
MAPLEWOOD 1.02 8. 16 1.17 7.03 15.19 YES
NEW HOPE .71 5.68 .97 5.82 11.50 YES
OAKDALE .58 4.60 .97 5.80 10.40 YES
PRIOR LAKE 1.05 8.40 .95 5.70 14. 10
RICHFIELD .90 7. 17 .77 4.60 11.77 YES
ST. CLOUD 1.01 8. 10 .64 3.84 11.94 ?
ST. LOUIS PARK .47 3.73 .96 5.76 9.49 ?
ST. PAUL .85 6.80 1. 10 6.60 13.40 YES
WAYZATA .95 7.60 1.50 9.00 16.60
WOODBURY .74 5.92 1.61 9.67 15.59 YES
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PAUL H. HAUGI; & ASSOCIATES. P.A.
ATTORNEYS AT LAW
3908 SIBLEY MEMORIAL HIGHWAY
EAGAN (ST. PAUL), MINNESOTA 55122
PAUL H. HAUGE
BRADLEY SMITH AREA CODE 612
KEVIN W. EIDE October 23, 1981 TELEPHONE 454.4224
DAVID G. KELLER
Honorable Mayor and City Councilmembers
Eagan City Hall
3795 Pilot Knob Road
Eagan, MN 55122
Re:. Special Assessment Hearing Procedures
Dear Mayor and Councilmembers:
In preparation for various assessment hearings at which objections are expected,
our office has attempted to outline suggested procedures to bolster the legal
validity of the assessments when they are levied.
Assessment hearings should be thought of as occurring in two stages:
A. The first stage is the first hearing at which objections must be presented
in writing. The City Council would make specific findings at the preliminary
stage as follows:
1. A statement of the total cost of the project, at least to the extent
known at the time of the assessment hearing;
2. The total assessments for the project;
3. That each parcel is specially benefited by the project;
4. That for each parcel the special benefit equals or exceeds the
assessment; and
5. That the assessment is uniform across the same class of property.
These findings should be made at the initial stage even if objections are not
filed. Where objections are filed, the City Council would approve the assessment
roll as to all parcels for which objections have not been filed and would con-
tinue the hearing for all parcels for which there are objections filed.
B. At the second stage of the continued hearing, the City Council would determine
the assessments at a formal hearing at which a court reporter would be present to
take testimony. We would suggest the following format for the formal hearings:
1. The City Attorney would open the hearing by making a brief statement
summarizing the procedures.
2. Testimony would be taken concerning the assessments.
October 23, 1981 V`
Page Two
a. The City's witnesses would appear first, and these would be substantially
the following:
1. The City Engineer would testify with regard to the project
history.
2. The City Clerk, Assessment Clerk, City Administrator or Public
Works Director would testify as to the necessary notices and other
contacts with the property owners to establish all necessary
procedures were followed, and to place on the record any specific
requests by property owners for the project, including any agreements
by property owners to pay all necessary assessments. In addition,
the City Clerk, Assessment Clerk, City Administrator .or Public
Works Director would testify as to the cost of the project, and
the assessments for the project, and would also testify as to the
assessment. for each objecting parcel. In addition, the Clerk would
- - -- ---- testify as to the method of assessment and the basis for determining
the method of assessment.
c. An appraiser appearing on behalf of the City would testify with
regard to the special. benefit for each objecting parcel, based upon
the increase in market value as a result of the improvement.
The testimony by City witnesses should probably be done in two stages,
the first stage to be testimony about the project in general, the costs
and assessments in general, and general information about the appraisals.
After this is done, then specific testimony about the details of the
project, the costs and assessments, and the benefit for each parcel
should be done separately.
b. After the City's testimony with regard to each particular parcel is
completed, the property owner of that parcel would have the right to
present his or .her own testimony. The City would have the right to
rebut the testimony of the property owner, and the property owner would
in turn have the right to do so to the City's testimony until rebuttal
is complete. The hearing would then continue on to the next parcel
until all parcels have been heard.
Testimony by City witnesses would be under oath, and they would be
subject to cross examination, but testimony by property owners would
not be required to be under oath, and their witnesses would not be
subject to cross examination unless the property owner consented to
that.
3. After the hearing is complete, the City Council would leave the record
open as to each parcel for 30 days in order to allow each side to submit
additional written evidence. For a period of 45 days after the close of the
hearing, the Council would leave the case open to consider written motions
to either reopen the hearing or extend any time limitations. For 60 days
after the close of the hearing, the property owner and the City staff
would be allowed to submit briefs and proposed findings of fact, conclusions
and orders as to any parcel. After the 60-day period, the City Council would
make its findings, conclusions and order. These should include the five
specific findings that have been mentioned above.
7ae
r 23, 1981
hree
our hope that if these procedures are followed, a number of potential
s will be avoided by giving property owners a formal hearing, and that the
City s case in District Court upon appeal would be strengthened by formal
testimony.
Very truly yours,
PAUL H. HAUGE & ASSOCIATES, P.A.
Paul H. Hauge
-
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