HomeMy WebLinkAbout1997 12-15 EDAP Regular Session EDA MEETING
City of Brooklyn Center
December 15, 1997
. AGENDA
1. Call to Order
2. Roll Call
3. Approval of Agenda
-The following items are considered to be routine by the Economic Development Authority
and will be enacted by one motion. There will be no separate discussion of these items unless
a Commissioner so requests, in which event the item will be removed from the consent agenda
and considered at the end of Commission Consideration Items.
a. Approval of Minutes
- Commissioners not present at meetings will be recorded as abstaining from the vote on
the minutes.
1. November 24, 1997 - Regular Session
4. Commission Consideration Items
a. Resolution Authorizing the Acquisition of 6945 June Avenue North
• -Requested Commission Action:
- Motion to adopt resolution.
b. Resolution Accepting the Quotation for Electrical Service from Weber Electric at the
Earle Brown Heritage Center for Time and Materials Not to Exceed $9,100
- Requested Commission Action:
- Motion to adopt resolution.
C. Resolution Accepting the Well Drilling Quotation in the Amount of $23,793 from the
Alberg Drilling Company at the Earle Brown Heritage Center
- Requested Commission Action:
- Motion to adopt resolution.
d. Resolution Approving
the Final Brooklyn Center Economic Development Authority
Budget for the Year 1998 Pursuant to MSA Chapter 469.107, Subdivision 1
- Requested Commission Action:
Motion to adopt resolution.
e. Resolution Requesting the City of Brooklyn Center to Levy Taxes for the Benefit of the
Brooklyn Center Economic Development Authority for the Year 1998
- Requested Commission Action:
- Motion to adopt resolution.
5. Adjournment
mHAFT
• MINUTES OF THE PROCEEDINGS OF THE
ECONOMIC DEVELOPMENT AUTHORITY
OF THE CITY OF BROOKLYN CENTER
IN THE COUNTY OF HENNEPIN AND THE
STATE OF MINNESOTA
REGULAR SESSION
NOVEMBER 24, 1997
CITY HALL
CALL TO ORDER
The Brooklyn Center Economic Development Authority (EDA) met in regular session and was
called to order by President Myrna Kragness at 7:37 p.m.
ROLL CALL
President Myrna Kragness, Commission members Kathleen Carmody, Kay Lasman, and Robert
Peppe. Also present: Executive Director Michael J. McCauley, Assistant City Manager Jane
Chambers, City Attorney Charlie LeFevere, and Council Secretary LeAnn Larson.
Commission member Hilstrom was absent and excused.
APPROVAL OF AGENDA AND CONSENT AGENDA
A motion by Commission member Carmody and seconded by Commission member Lasman
to approve the agenda and consent agenda as printed passed unanimously.
APPROVAL OF MINUTES
A motion by Commission member Carmody and seconded by Commission member Lasman
to approve the minutes of the August 25, 1997 -- Regular Session and September 8, 1997- -
Regular Session as printed passed unanimously.
I I N
COMM SS O CONSIDERATIO N ITEMS
RESOLUTION AUTHORIZING THE ACQUISITION OF 6944, 6950 AND 6956
BROOKLYN BOULEVARD
11/24/97 -1-
DRAFT
RESOLUTION NO. 97-30
I
Member Carmody introduced the following resolution and moved its adoption:
RESOLUTION AUTHORIZING THE ACQUISITION OF 6944, 6950, AND 6956
BROOKLYN BOULEVARD
The motion for the adoption of the foregoing resolution was duly seconded by member Lasman
and passed unanimously.
ADJOURNMENT
A motion by Commission member Carmody and seconded by Commission member Lasman
to adjourn the meeting at 7:41 p.m. passed unanimously.
President
Recorded and transcribed by: •
LeAnn Larson
•
11/24/97 -2-
y�
Memorandum
To: Michael McCauley
From: Brad Hoffinan, Community Development Director
Date: December 3, 1997
Re: Acquisition of 6945 June Avenue North
The EDA has received a written offer from Thomas and Janet Pohl to sell their home to the EDA
for $75,900. The property is located at 6945 June Avenue North. This acquisition of this
property would be necessary for any redevelopment of the Northeast Comer of 69th and Brooklyn
Boulevard. The property is located on the block that includes the Lanes' retail strip center, the
Legion Club and Brooklyn Printing.
The Assessor's Office has placed a market value of $75,900 for this property. The site has an
area of 9,750 square feet. Based upon our experience with 53rd Avenue, the EDA should
anticipate our total acquisition cost for individual residential properties at this site to average
approximately $97,000. On 53rd Avenue our average cost of acquisition including administration,
legal, relocation and closing costs was approximately $91,000.
• Currently, we, the EDA, are waiting to receive further financial information about the proposed
redevelopment project including a performa and a formal listing of the partners to conclude our
discussions with Boulevard Shoppers Ltd. (David Nelson). His concept is a new neighborhood
oriented retail center of approximately 60,000 square feet. Upon receipt of the final information,
we will be able to start the public discussion as to the merits of this particular project and EDA
approval of it. However, the property acquisition proposal before the EDA will eventually be
necessary for the redevelopment of that block no matter who the developer is and I would
recommend this purchase from available TIF bond funds.
•
- -- - -- _. -- - - - -- - -- - - - - --
-
Proposed AcclWsition
- 70TH AVE N
I �
69TH AVE N
Commissioner introduced the following resolution and
moved its adoption:
• EDA RESOLUTION NO.
RESOLUTION AUTHORIZING ACQUISITION OF CERTAIN REAL PROPERTY
WITHIN THE CITY OF BROOKLYN CENTER LOCATED AT 6945 JUNE
AVENUE NORTH AND AUTHORIZING EXECUTION OF PURCHASE
AGREEMENT AND PAYMENT FOR ACQUISITION COSTS OF SAID
PROPERTY
WHEREAS, the Economic Development Authority in and for the City of Brooklyn
Center (EDA) is authorized, pursuant to Minnesota Statutes Section 469.012, Subd. 1(7), within its
area of operation, and without the adoption of an urban renewal plan, to acquire real property and
to demolish or remove the buildings and improvements thereon; and
WHEREAS, the owner of the properties located at 6945 June Avenue North in the
City of Brooklyn Center, legally described as:
Lot 1, Block 2, Lane's Brooklyn Center Addition
WHEREAS, the building located on the property is substandard and obsolescent within
the meaning of Minnesota Statutes, Section 469.012; and
WHEREAS, the sale price of the property is $75,900; and
WHEREAS, the owner of the property has agreed to sell the property to the EDA for
the sale price of $75,900 on a voluntary basis.
NOW, THEREFORE, BE IT RESOLVED by the Economic Development Authority
in and for the City of Brooklyn Center as follows:
1. The EDA hereby finds and determines that the property is substandard and
obsolete within the meaning of Minnesota Statute5, Section 469.012.
2. The terms of the purchase agreement for acquisition of 6945 June Avenue North,
in Brooklyn Center are hereby approved and the President and Executive Director
of the Brooklyn Center Economic Development Authority are hereby authorized
to execute the purchase agreement on behalf of the Brooklyn Center Economic
Development Authority.
3. The Brooklyn Center Economic Development Authority hereby authorizes
payment of $75,900 for the acquisition of 6945 June Avenue North, in Brooklyn
Center to be paid to the owner on the day of closing for the property as per the
terms and conditions of the purchase agreement.
EDA RESOLUTION NO.
4. All costs associated with the acquisition of 6945 June Avenue North, shall be
accounted for in the EDA redevelopment budget.
Date President
The motion for the adoption of the foregoing resolution was duly Y seconded b commissioner
and upon vote being taken thereon the following voted in favor
p g o a
g
thereof:
and the following voted against the same:
whereupon said resolution was declared duly passed and adopted.
Memorandum
To: Michael McCauley
From: Brad Hoffman, Community Development Director
Date: December 11, 1997
Re: EBHC Ground Water Problems
Since July of this year, the basement of Earle Brown Heritage Center has been experiencing ground
water problems. With the heavy snow melt and rains of last spring and early summer the ground
water level in the area of the Hippodrome has risen. As a result, water is seeping into the basement
an affecting the meeting rooms, storage areas, the hallway and the electrical room
At the time the Center was constructed, the ground water was also high. Because of that an extensive
drain tile system was built. Until this year that system has been able to keep up with the flow of the
ground water and keep the basement dry. While that system continues to pump ground water, the
increased water pressure created by the higher ground water levels has forced water up through the
joints between the walls and the basement floor.
A temporary construction dewatering system was put in place in an attempt to draw down the water
level. Currently we are pumping approximately 86,000 gallons of water daily. In total we have
• pumped approximately 10 1 /2 million gallons since the process was started. Generally you should be
able to draw down the water level in a week or two. In this case we have to been able to do so.
When the pump is shut off water starts seeping into the basement within four hours.
This is proving to be an expensive situation. The dewatering has cost about $32,000 to date and
continues at a cost approximately of $270 per day. We had SEH (report attached) look at the
problem and provide us with a permanent solution and specs to resolve the problem. We then
solicited quotes for the construction of four (4) 6" wells tied to the storm sewer. We believe that
four wells will resolve the problem, however, the system is designed to add four (4) additional wells
in the future should it prove necessary. We also solicited quotes for the electrical work associated
with the wells. We requested well construction quotes from Tri State Well, Blake Drilling, Alberg
Water Services and Ingleside Engineering. Tri State and Blake did not submit a quote. Ingleside
Engineering submitted a quote of $13,400. However, their quote was not consistent with the specs
and design of SEH. The bid is missing the inspection structure called for in the specs, where the
connection is made at the storm sewer and the method used for drilling the well also differs. As
proposed it is more likely to result in a need to add the additional four (4) wells. The method that
Ingleside would employ to drill the well shafts is not as productive (ie. in terms of water flow) as the
hollow sleeve auger called out in the specs. The quote of Alberg Water Services totals $23,793 and
is consistent with the specs, and is our recommendation.
For the electrical work we requested quotes from Weber Electric, ColliSys and Bavolak Electric.
I am recommending the quote of Weber Electric. Weber has quoted a time and material contract not
• to exceed $9,100. ColliSys quoted a total cost of $8,960. I believe this job under the Weber
contract will come in below the ColliSys quote. (The down side is only $40.00.) We did not receive
a quote from Bavolak Electric.
At the current rental rate, the cost of the wells would be paid for in approximately four (4) months.
• The 1998 budget projects a positive expense to revenue cash flow which is more then adequate to
offset the cost of the well construction. There is also a request for $127,000 in capital outlay. I
would propose that the cost of the wells be expensed against the 1998 EBHC budget. Further we
would hold back the expenditure of a sufficient dollar amount of capital outlay in 1998 until we are
confident that the revenues will offset the cost of the well construction.
•
421 FRENETTE ✓RIVE. CH1PPF V,: - 74LLS. AV/ S4729 715 720 -62C0 800.172 -588' F4X 715,
• ARCi= ITECTURE EPiGAEERING ENVIRONMENTAL TRANSPORTATION
November 4, 1997 RE: Dewatering System
SEH No. BROWH9801
Bruce J. Ballanger
Earle Brown Heritage Center
6155 Earle Brown Drive
Brookl -, Center, Minnesota 55430
Dear Bruce:
Attached is a summary of design concepts for your dewatering system project. Much of this
information we have already discussed verbally. Please call me if you have additional questions, or
if you encounter conditions during construction that were not originally anticipated. We will send
your original plans back under separate cover.
Sincerely,
G e� — f >
Yvoort, P.E.
Sr. Project Manager
GPB /dj /GPW
Enclosure
P'PRO1`BRO%% 9901`LTR'BALLNGR.
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EQUAL CPPCRTU0.'I7Y E'ffFLCYER
Earle Brown Heritage Center
is Dewatering System Design Concepts
Install four six -inch diameter wells to 30 feet' below grade. The wells should have screen extending
from 8' below grade to the bottom of the well. The well can be constructed of SCH. 40 PVC as long
as a high flow ('continuous" slot) screen is used. The Iona screen is intended to help intercept the
water in the upper soils which may be the primary source of the water in the basement. A coarse
filter pack should be installed around the well screen. The wells may be installed using hollow -stem
augers.
The wells should be outfitted with a 1 -1/4 inch diameter pitless adapters placed approximately six
feet below Grade. The wells should be finished off above grade to meet Department of Health Code
requirements and be aesthetically pleasing. The well driller should be responsible for developing the
well at the time of completion. prior to installing the pumps. The results of the development may
provide data which suggests a different pump size than we have noted below.
Each well should be equipped with a % HP Red Jacket Renegade Pump (Model 50SESWI -5SCC,
two wire, 220V pump) which is rated for 18 gpm. The pump discharge piping should be 1 -1/4 inch
pressure rated SCH. 80 PVC up to the pitless adapter. The use of PVC should facilitate manual
removal of these pumps for servicing. The pump can be set at the bottom of the well. Two floats
should be attached to the riser pipe. The lower float should be set so the minimum submersion depth
is maintained for the pump. The upper float should be set so the pump turns on when the water rises
• to 17 feet below Grade.
The wells should be installed at the locations shown on the attached diagram from Alberg which has
been modified. The manifold can be constructed of 2 inch galvanized steel. Although only four wells
will be installed, provision for the addition of four other wells should also be made. Also. allow for
the addition of more manifold piping to the north in the future. Connections to the wells can be made
with 1 -1/4 inch poly lines.
The electrical leads for the pumps and the float wiring should be routed on the east side of the wells
so that manifold work does not have to interfere with electrical work. Electrical wiring can be direct
burial or installed in conduits. whatever is your electrician's preference and is in conformance with
NEC and local codes. The electrical control panel should be NEI,La 4 rated for weather and sized
for the controls of four wells and potentially four more wells. The controls should be simple,
including an on -off switch for the operator with each pump being controlled by the two floats. In
addition, we suggest having a runtime hour meter for each pump. This allows for diagnosis of which
wells are pumping the most and also allows for determining if a pump shuts down on a long term
basis. A "pump on" monitoring light is inexpensive and may also be handy.
The manifold should be connected to the storm sewer in some type of structure to allow for access
and inspection. Pipe in the structure should be «Tapped with self regulating heat tape or a moisture
proof light future sized for a 300 -Watt bulb can be used. If a light bulb is used. a simple
• thermostatic control can be used. The thermostat switch can be either in the structure or in the
control panel. The structure would also be the location to place a turbine flow meter. The flow- meter
can be any brand your Water Department recommends and is familiar with. You could place a
remote totalizer in the control panel.
Earle Brown Heritage Center
Dewatering System Design Concepts
b � g once
P
Page 2
i
The manifold pipe can be connected to the storm sewer by the use of a sanitary well seal type plug.
Make sure the manifold pipe has adequate support in the structure (i.e., avoid letting it hang from
the _ lu . At the high point in the
P _) system, a vacuum relief valve _ P 1 e should be installed. This will allow
the storm sewer to gravity drain in instances when all of the pumps have shut down. Check valves
in the system should not be necessary since each pump will be equipped with a check valve.
The sanitary sewer line should be 8 inch diameter and have a slope of 0.5 %. It should "y" into the
existing sanitary sewer approximately 10 feet down stream from the catch basin. The existing pipe
is identified as a 12 -inch RCP on the old plans. To help maintain water temperature, the new line
should be installed with 2 inches of polystyrene insulation above the pipe the entire width of the
trench. A clean out should be installed on the new pipe, upstream from the junction point.
It appears that the inflow to the pond from the storm sewer is approximately at pond level. This may
cause freezing problems in severely cold weather. However, it may be valuable to see how it
performs through one winter before investing in either a submerged inlet or an aeration system. The
outflow is reportedly below pond level. This should prevent freezing problems. Flow of water
through the pond may cause unstable or thin ice conditions to occur. If people use the pond for
skating, warning signs regarding thin ice should be placed at the inlet and outlet. Other precautions
may also be necessary. The conditions at the pond will require extensive winter monitoring,
especially a
darn_ this
P � first winter..
• Based on our discussions with the Minnesota Department of Natural Resources, you will need an
Appropriations of Water Permit. Call the DNR at 772 -7910 for a permit application and more
information. The cost of this permit is $75. Also, make sure the well drillers and others conducting
work on this project file the necessary permits and documentation to cover the other portions of the
project.
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WELL DRILLING
ATM WELL REE ABMIT_A.TION Tani Free 1- 80Q -6�4 -3531
WELL - ABANDONMENT Main Lane 812- 263 -1800
E���S Fax 612.263 -1799
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�' 16200 Hw-v. N "A • Elk River, ,MN 55330 -7325
November 12, 1997
Aruce Ballanger
;cane Brown Heritage Center
61 Earle 3rown Drive
Brooklyn Center, MN 55430
Subject: Dc-watering Syster; i Project
Bruce.
Alberg Water Service (AYE S) offers the following proposal in accordance with the
letter and sperificatic .i prepared by S.E.H.:
1. Furnish manpower, equipment and materials a s to drill -
I Ea. o scree and gravel
Packed wells. Total depth to 30'. We propose tc gore 12" hole .s avith a hollow-stem
auger rig, set the screen and casing through the auger stem, and place .050 " - .060"
filter gravel around a 015 slot galvanized Johnsor screen. The upper rasing will be
Sch. 40 Black Pipe. S tart date is estimated November 20th through November 25th.
2. Furnish a nigh capacity temporary pump to develop, surge .and test each well. If
proper development is not .Successful by pumping, an air compressor and air pump
system will be available for more aggressive development. Final determination of
Pump sizing will be cc:ordinated with S.E.H.. Estimated date is November 26th through
November 28tn.
3. Mobilize a backhoe, operator and installer to trench the site for installation of a 2"
cia(vanizec sloel manifold stem with well i 1
Y p t asses_ Additionally. a 36 Diameter x 84
creep steel meter pit will be installed. See attached drawing for pit design and
rnecranical . - I lan. All Dumps and controls will be ;nstalled curing this operation.
Estim ated da e is December 1 st through December 3rd.
Substant al Compl +ation - Pumps will be tested zind adjustments of level controls will
be peror„�ed to the satisfaction of the engineer and owner Site cleanup and
cemobilizati Estimated :ate is December 4th through Cecember 5th.
•
A` :er Hours C all • 612- 263 -1300 • Leave voice Message and Pager `tVifi A_;ivete
P.Z /9
ALamGT
WAR M Earle Brown Heritage Center
41""S, u.c• Dewatering System Project
November 12, 1997
Page 2
List of Mater als ';. be Furnished:
Each RAC Ja(::ket Subrnersibles - Model 5CSEW1 -5CC
Each Ken; Fly w Meter - Model C700 - Pulse - 2"
4 Each F :,at S-::ts --Pump -Down Controls (No relay or starter furnished)
I Each ?,5" x 84" Steel Fabricated Meter Pit.
48 Bags HC" - 0E0" Filter Gravel
;32 L. F. U" Sch. 40 Well Casing
•- Each 8_. Pipe Size x 22' L Galvanized Johnson Screens
1 0- 4 L. F. Sch. 4C Galvanized T &C Pipe
Each % Ap Air -Vac Release Model 141 WD
•+ Each 6" x .I 1 14" Monitor Snappy Pitless Urlits
s Each F" Lunde Aluminum Weil Caps
3 Each 14" Brass Tube Adaptors
3 Each y x 1 1 4" Saddle Taps
4 Each Gal vanized Pipe Plugs
3 Each 'i'4" Stainiess Hose Clamps
•
100 L. F. 4,'2 A.'Ground Sub. Cable
80 L. F. 1 /4" Sch. 80 PVC Drop Pipe
'15 L. F. 1/4" E lack Poly - 100# Rated
l Each 2" Galvanized Pipe Cap
1 Each Pipe Union
t Each ?" x i 12"; Tee
Misc. 2" Pipe Nipples
2 Each Pipe Elbcws
Each o" x 2" Sir,-mons Well Seals
oral Lump Sum Quote for all the above: $ .00 U
fo . "a, 7 �
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AWS does rat incluCe wiring hookups, wire runs, relays or controls. Pump cables
and float wires .will bE: terminated at the top of the well for connections made beneath
tre well caps. %Mr;ng outside the wells is incluced.
< ?. A1r^ /S will c, jize -typ meter only Wiring circuits and remote readout to be
• Eiectr ca s ys e t the meter pit to be furnished by others.
ALBERG 1=
'VVAXR Earle Brown Heritage Center
Son - wyzS, LLC. Dewatering System Project
• November 1 ?, 1997
Page 3
4. Each pump will require a level control relay ancj coif - actuated motor switch to
operate the rumps. To be furnished by others.
5. AWS does not include hour meters for pump operation or run indicator lamps.
o. AWS does not include the removal of the existing dewatering systern. All turf
repairs to be ;urnished by others.
Please call if you haae any further questions. We request your immediate
consideration of this proposal. The weather will soon hinder our work, plus the Grilling
rig and crew have an oper schedule later next week. Further delay will create
scheduling delays.
Regards
ALBERG WATER SERVICES, LLC
Steve Alnerg
Chief of Operations
Enclosure: Drawing "or Pit, Design and Mechanical Plan
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LIngleside Water Supply Engineering
ineering & Irrigation Systems Brian Van Beusekom
Test Borings
Construction, Inc. Pumps TEL (612) 479 -1869
• Septic Systems FAX (612) 479 -3161
4920 Highway 55 Monitoring Wells Dig. Pager 908 -4601
Loretto, MN 55357
11/10/97
Bruce Ballanger
Earl Brown Heritage Center
6155 Earl Brown Drive
Brooklyn Center, Mn 55430
Proposal for dewatering project:
drill 12" diameter hole to 30'
install 22' 6" diameter SCH 40 high flow PVC screen
install 6" diameter pipe to 1' above grade
install 26' # 30 American Materials sand pack
develop the well for 2 hours using high pressure jetting,
air lift pumping, surging, backwashing, or whatever
proves effective at increasing the flow @ $95 /hr
disinfect the well
install insect tight well cover
instal "
1 1 1 4
/ pitless adapter, 1 1/4 poly line to 2 "
galvanized manifold 6' deep, leave provisions for 4
additional poly line connections
install self regulating heat tape on last 2" galvanized that
rises to enter your storm sewer inlet structure
install 1/2 hp - 18 GPM submersible pump on 1 1/4 drop pipe &
drop wire - include cooling shroud for the motor
install 2 probes, l at 17' & 1 at 28'
supply well log forms
you have the permits now
4 wells @ $3350 each $13,400
not included:
pump control
running hour meter for each pump
running light
wiring to well
wiring for self regulating heat tape
seeding sodding site restoration
permits
Sincerely /
Brian Van Beusekom
•
WEBER E = L .0 �'RIC
LUEBER cwmmunicnrlons
•
SPOR FilEIN, NIINNESCTA -:. ; 2 (6'2) 490 -1333 FAX
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IUESER CommunicRTlnns
STi SHORE' IRA I SHOREllIE`N MIfVNcSOT.A = 312 <„
(6 2) 490 -1333 FAX ;612) 4 90 -C67C
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MEMBc—R
December I. 1 Qc ;
COW SYS
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Bruce Bailanze_
Earle BrcWn ; :aLe (:enter
r X155 Ear I 3� - ) - Dr.
Brooklyn Ctau,r. 1 v NN :,:.130
RT "Ilectrical Construction Quotation for Dewatering ?roject
Dear Bru.;e:
"V are - 'ased to offer t;;e following quotation on the above referenced project.
Labor n:nter ,a:, artd permit for the following
F'znisa and install 40 imp wire at 480 volts from main switchboard via existing 4"
cc`udui: to cooling tower location.
• F "=Usr and install 1 pull oox at end of *4'* conduit.
•
Fun, ish and install 1 i; KVA single phase transformer
• F and install 1 pump control panel , vith controls far Y pumps and space or T
• u e purse controls.
• ''Zndsh and install branch circuit and control conduit and wiring to 4 pump locat
• luzrush and install branch conduit only to 4 future pump locations_
• F isr anc install 1 vapor tight :00 watt Iight fixture with thermostat co:atrol in
under. ounc structure.
• C:mduit anc %rir to be buried in trench opened up by other.
If :: ou hat ant questicas please contact me.
5i.;cerely vours _
COLLISYS
Collins �l"twcai S,st� n�. Inc.
H. Gould
r ject
C01UPi Elecrrical.;YsreP,Q _ l,rc.
t 6 ��5•0951
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All f_ ":7ttc1 cJpporn�ri ^: t: ;,Igv.r
adoption: its Commissioner introduced the following resolution and moved
•
EDA RESOLUTION NO.
RESOLUTION ACCEPTING THE QUOTATION FOR ELECTRICAL SERVICE
FROM WEBER ELECTRIC AT THE EARLE BROWN HERITAGE CENTER
FOR TIME AND MATERIALS NOT TO EXCEED $9,100
WHEREAS, the Earle Brown Heritage Center is experiencing significant ground water
problems; and
WHEREAS, the Economic Development Authority in and for the City of Brooklyn
Center (EDA) has determined that it is imperative to permanently resolve the problem before it
threatens the integrity of the building; and
WHEREAS, the EDA has received quotes for constructing a well system to provide
dewatering to the site.
NOW, THEREFORE, BE IT RESOLVED by the Economic Development Authority
in and for the City of Brooklyn Center that:
1. The quotation of Weber Electric Service for time and material not to exceed
• $9,100; and
2. The cost of the well construction is to be expensed against the EBHC 1998 budget.
Date President
The motion for the adoption of the foregoing resolution was duly seconded by commissioner
and upon vote being taken thereon, the following voted in favor thereof:
and the following voted against the same:
whereupon said resolution was declared duly passed and adopted.
•
its adoption: Commissioner introduced the following resolution and moved
EDA RESOLUTION NO.
RESOLUTION ACCEPTING WELL DRILLING QUOTATION IN THE
AMOUNT OF $23,793 FROM THE ALBERG DRILLING COMPANY AT THE
EARLE BROWN HERITAGE CENTER
WHEREAS, the Earle Brown Heritage Center is experiencing significant ground water
problems; and
WHEREAS, the Economic Development Authority in and for the City of Brooklyn
Center (EDA) has determined that it is imperative to permanently resolve the problem before it
threatens the integrity of the building; and
WHEREAS, the EDA has received quotes for constructing a well system to provide
dewatering to the site.
NOW, THEREFORE, BE IT RESOLVED by the Economic Development Authority
in and for the City of Brooklyn Center that:
1. The quotation of Alberg Water Services in the amount of $23,793 is determined
to be the best lowest quotation meeting all specifications; and
2. The cost of the well construction is to be expensed against the EBHC 1998 budget.
Date President
The motion for the adoption of the foregoing resolution was duly seconded by commissioner
and upon vote being taken thereon, the following voted in favor thereof:
and the following voted against the same:
whereupon said resolution was declared duly passed and adopted.
Ll C
Member introduced the following resolution and moved
its adoption:
EDA RESOLUTION NO.
RESOLUTION APPROVING THE FINAL BROOKLYN CENTER ECONOMIC
DEVELOPMENT AUTHORITY BUDGET FOR THE YEAR 1998 PURSUANT
TO MSA PTER 469 107 SUBD VISION 1
WHEREAS, the Brooklyn Center Economic Development Authority has considered
the final budget and finds that this budget is necessary for the operation of the Brooklyn Center
Economic Development Authority during the year 1998.
NOW, THEREFORE, BE IT RESOLVED by the Economic Development
Authority for the City of Brooklyn Center as follows:
1. that the final budget of the Economic Development Authority for said City is hereby
approved and shall be:
ESTIMATED REVENUES:
General Property Taxes $177,620
Intergovernmental Revenue CDBG 247,856
I.D.R.B. Fees 15,000
• Investment Earnings 150,000
Transfer from H.R.A. Fund 143.887
Total Revenue by Source $734,363
APPROPRIATIONS:
Redevelopment $1,036,507
CDBG programs 247.856
Total Appropriations $1,284,363
2. that a copy of this resolution be submitted to the City Council of the City of Brooklyn
Center.
Date President
The motion for the adoption of the foregoing resolution was duly seconded by member
and upon vote being taken thereon, the following voted in favor
thereof:
and the following voted against the same:
•
whereupon said resolution was declared duly passed and adopted.
its adoption: Member introduced the following resolution and moved
EDA RESOLUTION NO.
RESOLUTION REQUESTING THE CITY OF BROOKLYN CENTER TO LEVY
TAXES FOR THE BENEFIT OF THE BROOKLYN CENTER ECONOMIC
DEVELOPMENT AUTHORITY FOR THE YEAR 1998
WHEREAS, Minnesota statutes currently require certification to the Hennepin
County Auditor of a final tax levy on or before December 29, 1997.
NOW, THEREFORE, BE IT RESOLVED by the Economic Development
Authority of the City of Brooklyn Center as follows:
Section l: That the Economic Development Authority requests the City of
Brooklyn Center to levy a property tax for the benefit of the Economic Development Authority,
for the year 1998 at a rate not to exceed 0.01813 % of taxable property, real and personal, situated
within the corporate limits of the City of Brooklyn Center, Minnesota and not exempted by the
Constitution of the State of Minnesota or the valid laws of the State of Minnesota, for the purpose
of maintaining the E.D.A. Special Operating Fund pursuant to MSA Chapter 469.107, Subdivision
1.
• Section 2: The i
C ty of Brooklyn Center will include the Economic Development
Authority's tax levy for the year 1998 in the City of Brooklyn Center's certification to the
Hennepin County Auditor of a final tax levy to on or before December 29, 1997.
Date President
The motion for the adoption of the foregoing resolution was duly seconded by member
and upon vote being taken thereon, the following voted in favor
thereof:
and the following voted against the same:
whereupon said resolution was declared duly passed and adopted.
•