08-04-04 WS.5
Memo,:,
To: Otsego City Council
From: Andy MacArthur, City Attorney
CC: Ron Wagner, City, Engineer
Date: August 2, 2004
Re: Proposed Ravine6torm Water Drainage Project
The above entitled matter�Idates back to 1995 and before. The original Plat of Island View Estates was
approved in 1972. It appears that even at that time the Town Board had concerns about the build ability
of certain lots within the Plat, including the Stander's property, Lot 18, Block 1. In fact, at some point the
City Engineer was directed to thoroughly evaluate certain lots prior to the City issuing a building permit.
The original Plat contains"drainage easements to the Mississippi River, two of which are along the
boundary of the subject parcel. Apparently the lot was not seriously considered for purchase until
around 1995. At that time inquiries were made to the City regarding the build ability of the lot which
resulted in numerous memos and correspondence. It appears that certain proposed sales of the
property never occurred due to issues regarding the build able status of the property. The memos and
correspondence reflect concems of the City Engineer and building official that the lot needed certain
drainage improvements to'be deemed a build able parcel.
In 1995 the City paved Island View Estates and assessed the property owners for the improvement in
1996. A building permit was issued to the Standers on June 30, 1997. The building permit required, as
a condition, that certain erosion control work be done and paid for by the Standers. In order to assure
that the work was completed the Standers were required to post a $10,000.00 letter of credit. It
appears that the work required as a condition of issuance of a building permit was never completed.
In 1998 the Standers brought the issue of the required erosion control work in front of the City Council
on more than one occasign. The City also received correspondence from the Stander's attorney, which
this office replied to. This office also responded to a later request for specific City minutes and other
documents. This is where our file ends.
The City has recently directed the City Engineer to complete a feasibility study which would address
needed improvements in .two ravines in the area of the subject property. The cost of the improvements
is significant. If the project were to be assessed out pursuant to Minnesota Statute 429 the City would
have to demonstrate benefit to the properties be assessed, benefit being an increase in fair market
value of that property. Based upon review of this feasibility study it is my opinion that the City would be
hard pressed to prove that value to many or most of the properties, except for the Stander property and
any other property along the ravine which was directly threatened by erosion of the ravine.
The only feasible way of charging out the project would be as a storm water improvement under
Minnesota Statute 444. Under Minnesota Statute 444 specific special benefit does not have to be
demonstrated, but the charge must still be fair and equitable. In such a case "fair and equitable" can be
related to something other than specific benefit to a particular parcel, for example it may be related to a
reasonable calculation of the contribution of a specific property to an overall drainage problem.
As far as equity is concerned, in this case, the property that would benefit most from the improvement
the Stander property) was constructed after the Island View Road project was complete. When Island
View was approved, I assume that it met all applicable County drainage and erosion requirements at
that time. When the golf course was constructed it met all City requirements and constructed facilities
to deal with storm water discharge from the site. The Stander property was developed after the road
improvement project and kith knowledge of those circumstances.
I have attached to this memo various documents from the file which outline some of the history of the
drainage problems. Based upon the feasibility study and the costs contained in that report, it is my
opinion that attempting to charge the costs as presented could be very problematic, even if the City
were to proceed under Minnesota Statute 444.
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CITY OF
OTSEGO
3899 Nashua Avenue N.E. ON THE GREAT RIVER ROAD (612) 441-4414
Elk River, MN 55330 Fax: (612) 441-8823
July 24, 1995
Mr Scott Bertas, Realtor
Edina Realty,
65TH ST Office
4015 West 65TH ST -
Edina, Minnesota 55435
I
RE: ISLAND SEW ESTATES. LOT 11, BLOCK 18
PED # 118-127-001180
Dear Mr Bergs:
The purpose of this letter is to confirm. the City of Otsego is willing to issue a building
permit for Lot 1, Block. 18, Island View Estates, provided the plan for drainage and septic
system is provided by jqM Oliver and Associates and found to be suitable by the Qty
Engineer.
This confirmation is subject to review and could be withdrawn in the event of future
change of zoning or building requirements as they would affect this property -
All approvals are contingent on review by the City Engineer. Such comments will be
forthcoming the first week in August.
I
Sincerely,
CITY OF OTSEGO
Elaine Beatty
Clerk/Zoning Adm.
CC: Larry Koshak
Jerry Olson
Judy Hudson
Allen Webber
City of Otsego File
To Whom It May Concern:
From: Elaine Beatty, Clerk
City of Otsego
August 3, 1995
It has been requested. by the buyers and sellers of Lot 18, Block 1; Island View
Estates, that the Cityreview and comment on the proposed residential construction
on this lot.
Due to concerns about soil erosion, bank stabilization, and drainage issues, the City
had requested that a plan be prepared addressing those issues. A plan prepared by
John Oliver & Associates, Inc. date June 22, 1995, was received and
recommended for approval by the City Engineer. The plan meets the current
requirements for erosion, bank stabilization, and the local watershed runoff
concerns.
The City would express that it accepts no liability for private drain tile either
presently, in place orito be installed to serve the expressed concerns. The owners
shall provide the necessary drainage easements to convey the over land flow
through the Lots 18 and 19, Block 1.
The septic tank/drainfield report prepared by S -P testing dated May 7, 1995, does
meet the requirements of City Ordinance 91-24, Sewage Disposal Ordinance.
These approvals are subject to review at the time a building permit is requested and
approval could be withdrawn in event of changes in city zoning, building codes and
ordinances, County, ,State and Federal rules and regulation changes.
It is the intent of this letter to acknowledge to the buyer and seller that under the
present conditions, that a building permit could be issued pending review of the
structure itself and where the owners comply with approved reports and plans as
noted above.
This letter applies only to the seller and buyers
and is void when the property is transferred or
sold to other parties than stated above.
072131 .
CITY OF
ioTSEGO
8899 Nashua Avenue N.E. ON THE GREAT RIVER ROAD (612) 441-4414
Elk River, MN 55330 Fax: (612) 441-8823
i
August 3, 1995
I
TO: WHOM IT MAY CONCERN:
it
FROM: ELAINE BEATTY, CLERK/ZONING ADM, CITY OF O.TSEGO
RIE: LOT 1`8, BLOCK 1 of Island View Estates
It has been requested,�by the buyers and sellers of Lot 18, Block 1; Island View Estates,
that the City review and comment on the proposed residential construction on this lot.
Due to concerns about soil erosion, bank stabilization, and drainage issues, the City had
requested that a plan; a prepared addressing those issues. A plan prepared by John
Oliver and Associates, Inc, dated June 22, 1995, was, received and recommended for
approval by the City Engineer. The plan meets the current requirements for erosion,
bank stabilization, and the local watershed runoff concerns.
The City would express that it accepts no liability for private drain tile, either presently,
in place, or- to be installed to serve -the expressed concerns. The owners shah provide the
necessary drainage easements to convey the overland flow through the.Lots 18 and 1.9,
Block 1.
The septic tank/drainf eld report prepared by S -P Testing dated May 7, 1995, does meet
the requirements of the City Ordinance 91-24, Sewage Disposal Ordinance.
These approvals are subject to review at the time a building permit is requested and
approval could be withdrawn in event of changes in City Zoning, Building Codes and
Ordinances, CountykState and Federal rules and regulations changes.
�II�
It is the intent of this:Metter to acknowledge to the buyer and seller that under the present
conditions, that a building permit could be issued pending review of the structure itself
and where the owner's comply with approved reports and plans as noted above.
Also, see attached letter from Lawrence G Koshak, PE, City Engineer dated August 3,
1995 for your information.
Attachment �2
II
Hakanson
Anderson
1-111A5soc-,1nc.
August 3, 1995
Ms. Elaine Beatty, Clerk
City of Otsego
8899 Nashua Avenue
Otsego, MN 55330
RE: Lot 18, Block 1;.I lsland View Estates
Dear Elaine:
222 Monroe Street
Anoka, Minnesota 55303
612/427-5860
Fax 612/427-3401
We have reviewed the !plans and report prepared by John Oliver & Associates dated
June 22, 1995, and recommend approval of the plan.
We also have reviewed the sewage disposal report and with the concurrence of Jerry
Olson, Building Inspector, recommend approval.
The applicant must provide adequate drainage easement to facilitate the overland
drainage between Lot 18 and !9, Block 1.
The City should not be responsible for the existing private drain tile either now or in
the future.
Any new tiles placed to connect to the old tile system also will be considered private
matter between landowners.
We recommend a letter be provided to the buyers and sellers to the effect that current
submittals meet the engineering and sewage disposal concerns for development of
this lot as a residential;, site.
If you have further questions, please contact me.
Yours truly,
HAKANSON ANDERSON ASSOCIATES, INC.
Lawrence G. Koshak, PE
.I
jlg h
cc: Jerry Olson, Building Inspector
Andy MacArthur, Attorney
OT2131.eb
C—nivvors
of -
(91
CREATIVE MANAGEMENT PRACTICES
Consulting for International Schools
John Stander
Director
Lawrence G. Koshak,
Hakanson, Anderson
3601 Thurston Ave.,
Anoka, MN 55303
Dear Mr. Koshak,
7th Fl., No. 16, Lane 219
Chung Shan N. Rd., Sec. 7
Taipei, Taiwan R.O.C.
PE
& Associates
Tel: ?a—x-. 8-86-2-874-8981
886-2-874-8981
August 14, 1996
Thank you for meeting with me and Jon Bogart on such short notice to discuss the
drainage work the City,, of Otsego requires before Lot 18, Block 1 can be developed for
residential use. I believe the plan to reduce the size of the driveway culvert to 14" is
a good partial solution' to the problem. At peak runoff periods, this will create a
ponding area and reduce the rate of flow into the ravine. I hope your flow estimates
will allow this change. From a cosmetic point of view I hope this solution will not
cause a permanent wet area where the ponding will occur. The drainage ditch
(gully) is quite large and presently presents an eye sore as one drives to the property.
I hope your solution .;of grassing the ditch will visually improve the entry area.
Also, the enlarged cul -,de -sac is now much higher than the property and will require
a sloped driveway entrance which could also cause drainage problems, not to
mention additional expense.
I do wish to lodge my,concerns over the work the City has done to create a drainage
system and how it affects the development of Lot 18. Further, I hope that the City
will review the drainage plan and address my concern that the new drainage system
adds corrective and ongoing maintenance problems for the owners of both Lots 18
and 19.
I believe the new drainage system adds to the erosion problem between Lots 18 and
19 in at least three sig illificant ways:
1. The drainage system has been enlarged to the East causing additional runoff
into the ravine.
2. The drainage ditches have been enlarged, eliminating any ponding areas
above the ravine. This will increase the rate of flow into the ravine at peak periods
of precipitation.
3. The paved road area within the drainage system has also been increased, and
this will also cause an' increase in the rate of flow during peak periods.
email: stander@transend.com.tw
It seems to me that itis unfair of the City to mandate that the owner of Lot 18 correct
an erosion problem which is partially caused by the new drainage system, and which
is within an easement area which is only partially on Lot 18.
As I understand it, two prospective buyers previously withdrew their bids once the
magnitude of the corrective work required was known. We don't wish to be the
third. We like the property and the area, and would like to become involved
citizens of the City of Otsego. Further, we want to work with the city to correct the
erosion problem between the two lots. This is in the best interests of the
neighborhood (particularly the owner of Lot 19) and the city. If containment does
not occur this fall, I believe the city is in danger of losing part of the newly paved
cul-de-sac into the ravine next spring (There is already erosion in the ditch due to
heavy rains). I hope that the City will come up with a plan which is equitable for all
concerned. If this can be accomplished in the near future, we are prepared to do
what is required of usi this fall.
I have not seen the city plan for eroson containment around the circumference of
the cul-de-sac. I expect snow removal is also part of the plan. Could you also
inform me on these issues.
;k
It is difficult to work'on these issues when we are on the other side of the world.
However, from our meeting, it seems that everyone is willing to work on these
issues. We greatly appreciate your willingness to look for an equitable and
permanent solution.
Sincerely yours,
S
c/c Ms. Elaine Beatty,
Clerk/ Zoning Adm.,
City of Otsego
8899 Nashua Ave. NE.
Elk River, MN 55330
Mr. Jon Bogart
John Oliver & Associates
580 Dodge Ave. ,
Elk River, MN 55330
Mr. Robert Neison
2050 Pawnee Road
Hamel, MN 55340
Hakanson
Anderson
Assoc, Inc.
it
i
September 20, 1996
John Bogart, PE
John Oliver & Associates
580 Dodge Avenue
Elk River, MN 55330-;1509
RE: Lot 18, Block 1;; Island View Estates
Dear John:
`r 3601 Thurston Avenue
Anoka, Minnesota 55303
612/427-5860
Fax 612/427-3'40T- 0520
Just a note to tell you'lthat we will not be reviewing the proposed site and drainage
dated, Latest revision, September 13, 1996 plan for this lot which we received from
you recently until a building permit has been issued.
We have no source of funding for the review until the owner either takes out a building
permit or places cash in an escrow with the City.
Call me if you have an,'y questions.
Sincerely,
HAKANSON ANDERSQN ASSOCIATES, INC.
LbGvre,7ice A. I(g6hak, PE
jig
cc: Elaine Beatty, Clerk
OT2131.ib 1
,,;,.,; Surveyors
3601 Thurston Avenue
Hakanson Anoka, Minnesota 55303
Anderson 6121'427-5860
Assoc., Inc. Fax 612/427-34e+- 0520
October 18, 1996
Mr. John Bogart, PE
John Oliver & Associates
580 Dodge Avenue
Elk River, MN 55330
RE: Lot 18, Block 1; Island View Estates
City of Otsego
Dear John:
We have reviewed the ':revised Erosion Control Plan provided by your firm to address
erosion problems between Lot 18 and Lot 1, Arrowhead Estates, at which time your
client applies for a building permit.
We normally do not recommend use of HDPLE corrugated plastic pipe and thus far
have not allowed it to be used in public easement or right of way. In this cases, the
homeowner is installing the pipe in a drainage easement held by the City. The City,
therefore, becomes responsible for the improvements and maintenance thereafter. We
understand that placng the heavier concrete pipe in this ravine would require
considerable effort with large equipment. The construction would occur in the wild
and scenic area of the bluff and could cause extension damage to the bluff vegetation.
Thus, the installation of the light pipe would be acceptable in this case.
The following conditions would apply:
Velocities in the pipe will be nearly 10 feet per seconds. This could
---cause excessiveNorce on the pipe joints and connections to the proposed
manhole. Pipe anchoring is shown a n the Ibe,anchoredrat each joint.
between the anchors is not. Thep p should
The pipe should also be anchored to the manhole.
Silt fence is shown at 50' intervals. We would recommend placing and
anchoring bale S directly behind the silt fence.
The 12 pipe is shown to be installed in a curve alignment to follow the
existing swale,. This will make the pipe difficult to clean if debris
becomes lodge, in the pipe. We would recommend installing a screen in
MH1 at the pipe entrance. The screen should have 4" x 4" openings
maximum.
Survcyor5
Architects
John Bogart
Page 2
October 18, 1996
The stifling pond and rip rap at the outlet is not shown in great detail.
The rip rap should be d5o at a 24" depth or, -if a small size of rip rap is
used, it should be grouted in-place.
The north inslope of the stilling pond should have rip rap installed. High
velocity fiber blanket should be installed in the swale above. the pipe.
This will aid in preventing the pipe from being exposed through erosion.
.i
The above conditions shall be implemented. If you have any questions, please contact
myself or Kevin Kielb of our office.
1
Sincerely,
HAKANSON ANDERSON ASSOCIATES, INC.
jig ;i
cc: Elaine Beatty, Cl11 erk —
�bT2131 Jb2
Hakanson
i-1
Anderson
Assoc., Inc.
Mayor Larry Fournier and City Council members: April 20.1998
Suzanne Ackerman
Mark Bening
Vern Heidner
Virginia Wendel
City of Otsego, MN
Dear Mayor Fournier and City Council members;
By way of introduction, we purchased Lot 18, Block 1, Island View Estates, City of Otsego two years ago and built a home
there this past fall. As a condition of occupancy we were required to escrow $10,000 for future erosion control work to be
performed within the city easement on the eastern edge of our property (please refer to the plan entitled "Erosion Control
Measures", revised on 9/13/96 and submitted to the City by John Oliver and Associates). While we complied with this
request from the Building Inspector (in order to occupy our home), we stated to Mr. Olson that we felt this request was
unreasonable on a number of counts. He suggested that we bring our concerns before the City Council; hence this letter to
you.
Our property sits on the bluff line above the Mississippi River, with deep ravines on both the!ast and west property lines.
Both ravines have been used by the City for a number of years to control surface water from the surrounding properties and
paved surfaces. And, the work done by the City during the summer of 1996 increased both the land area and road surfaces
that use these ravines for drainage. The drainage ditches were also widened and deepened at this time. While both ravines
are being eroded, it is the easterly ravine which is in question by the City.
There is no question that erosion control measures need to be taken, not only within the easement in question, but all along
the bluff line -- across to and including the westerly ravine. Contiguous to the easterly ravine in question: the bluff fine is
being quickly eroded on both sides of the easement; the silting of the bottom land has increased with the increased rate of
water flow; the ravine has become a collection point for man-made debris; and these problems will only increase as more
n- nerties and paved areas are added to this water shed (please see attached photographs and water shed dagram).
,ntend to take erosion control measures along the bluff line within our property, and wish to cooperate with the City in
dewing with the problem within the easement in question. We do not feel, however, that the burden of erosion control
within the easterly ravine should rest safely with us. We submit the following concerns for your review:
1. The proposed work falls within a city easement which has been used by the City for a number of years to divert
surface water from the paved roadways�'and properties located in Blocks 1, 2 and 3 of The Island View Estates. And, the
work done by the City in 1996, increased the drainage use of both ravines. We question why the correction measures now
required by the City were not included in the assessment made by the City at that time — -- as was the work done on the
drainage ditches contiguous to other properties within this drainage area.
2. The City of Otsego Ordinance #94-2, in support of the State Wild and Scenic River Act, states that "development
shall be planned and conducted in a manner that will minimize the extent of disturbed areas, runoff velocities, erosion
potential ... (and that) Disturbed areas must be stabilized and protected as soon as possible..." (20-74-9, D1b). We question,
how the City had planned to address this issue at the time they authorized expansion of the roadways and erosion ditches.
3. ApproAmately two-thirds of the work proposed by John Oliver and Associates along the length of the ravine, is east
of our property line and on land not owned by us. We question whether we should be held responsible for the cost of this
work.
As new members of the Otsego community, we wish to be responsible citizens and to underwrite our fair share of the cost of
city improvements. But as new members to the community, we do not wish to be assessed for problems caused by other
entities in the past or for work required.iby the City on other properties. We appreciate the opportunity to bring these
concerns before Council, and look forward to your review and response to our questions.
Respectfully submitted,
,i: pictures of disturbed areas
map of approximate drainage area
i
John and Isobel Slander
9897 Kaiser Ave. NE
Otsego, MN 55362
Tel: 295-6062
HPR.22.1998 2:59PN I NO. 732 P.1/2
TO:OTSEGO
Hakanson
3601 Thurston Avenue
Anderson Anoka, Minnesota 53303
Assoc., Inc,. 612/427-5860
Fax 612/427)6 0620
April 22, 1998
Elaine Beatty, Clerk
City of Otsego
8899 Nashua Avenue N.E.
Otsego, MN 55330
RE: Stander Property Lot 18 Island View
Dear Elaine,
I received a copy of Mr. Stander's letter dated 4/20/98. 1 understand that this will
be briefly discussed at the 4/27/98 council meeting. I visited the site on April 16'
and talked briefly with Mr. Stander. The major issue he raised with me was an
increase in flow due to the recent paving project. I told Mr. Stander that I would
review the area drainage. In that review it is my opinion that the drainage ravines
that are the present concern are the historical outflow path for area drainage and
that any increase inunoff due to the original development or to the recent street
project has been an incremental increase and not the root cause of the problem.
The ravines need to be stabilized to make Lot 18 developable. That stabilization is
necessary due to the ravines being the natural runoff route for surface water.
Once the ravines are stabilized, they will convey natural runoff plus any incremental
runoff resulting from area development.
•
For background, the! plat of Island View was recorded in 1973. Lot 18 was
configured to consist, of property between two very deep and significant ravines.
There is very little flat space on the property. There are very steep slopes, some of
which are essentially vertical. My first impression upon visiting the site is that
there are significant natural site restrictions to usage of this site and that it is not
suprising that this lot has not been developed for 25 years. It is a very difficult
site, not necessarily buildable simply because it is platted.
The City does not guarantee the buildability of any lot. The City has been cautious
in the Island View area to require special measures, including drainage control, prior
to issuing a building permit. The City required special submittals for on site
disposal (by S -P Testing Inc.) and for drainage and erosion control (by John Oliver
& Associates). Once lk the applicant submitted data on drainage and erosion control,
the City issued a building permit contingent on the applicant completing that
Engineers ! Landscape Architects Surveyors
�:,Pc . . l � P- 3:
Page 2
Elaine Beatty, Clerk
April 22, 1998
Ik.:. , P. 21i`
control with that cormpletion guaranteed by a letter of credit. Without agreement
for drainage and erosion control, the parcel would have been deemed unbuildable.
The applicant sent a Fetter dated August 14, 1996 to the City. It is clear from the
Fetter that the applicant was aware of the on site erosion problems and aware of
the solution required !by the City as a condition of lot developability. In the letter,
the applicant did not .agree with his total responsibility but, prior to the approval he
did concur with the Irequired work by providing the letter of credit necessary to
assure construction.
The applicant has raised several questions regarding the drainage to the ravine. In
reviewing the drainage patterns, this ravine has always served as the outlet for
area runoff. The natural runoff that existed prior to any development created the
ravine. The ravine would have shown periodic erosion and soil slides even in its
natural state. When development first occurred 25 years ago, some natural runoff
patterns were changed. I don't see where the area that is tributary to the ravine
has changed significa`,ntly. The runoff rate may have increased. The recent street
improvement project paved the roads, increasing impervious area and likely resulted
in another incremental increase in runoff. The problem however, is not with any
incremental increase in runoff but with the basic existence of the ravine and most
specifically the intention to build near the erodible bluff line. The issue comes back
to the fact that this property contains the natural drainage path for surface runoff
which runoff has been occurring forever. In order to use this lot as a building site,
it is necessary to contain the flow and to prevent future erosion. The control is a
condition of building permit approval and must be implemented by the applicant or,
if necessary, by use of the Letter of credit.
Sincerely,
HAKANSON ANDERSON ASSOCIATES, INC.
i
J A. Harwood, PE:,
clk
C:\Share\WPmun11LAOTSEGO\213` \ot2131.eb1.doc
Hakanson
Anderson
Assoc., Inc.
I
c.ITN" OF OTSEGO
12F.W F. -ST FOR
�G'i::.ND.1 S E C' F iO�. DEPART?NENT: L=STING DATE:
-._ 7- -
ITEM NUMBER: !J ITEM DESCRIPTION: PREPARED BY: EB , CC
4.B. John Stander. 9397 Kaiser Avenue NE, Otsego, Litt. Lot 13, Block I, [sland View Estates.
Di cuision of issues of drsina,'e ditch, erosion of same (see attached inforrna- tion).
BACKGROUND:
Mr. John Stander and'Ihis wife Isobel bought Lot 18, Block 1, in Island
View Estates at 9897, Kacd$er Avenue. As requested by the Council for
all remaining IslandlView Lots, the Engineer had reviewed this lot
earlier and deter=,ined that the drainage needed to be addressed for
this lot in order to�'allow a residential building. The revine is
quite deep and eroding. Attached is a letter from John and Isobel
Stander and other documents for you to review. John has requested to
be on the Agenda to discuss this issue with the Council He has built
a house and has $10,000.00 in escrow to insure drainage is resolved.
He does have some issues as to if this should all be his burden and
will discuss same. John Harwood will be here to address this also.
John Stander has been working with Building Official Jerry Olson on
this project.
RECOMMENDATION:
Tn- cz to. rc nc'sccsss_:n arl:j arc( d=- _s_on
City Council Meeting of April 27, 1998, cont'd. Page 2.
4-A- G; Grn�n r rndate of
Nlr. Groen went over the attached City Investments, Cash Flow, Cash Summary. Revenue
Fund Budget and Disbursement Fund Budget. He informed the Council there will be
training done in May for the new accounting software.
info r nation)-
Mr.
a ion) Mr. Stander 9897 Kaiser Avenue N -E.
Mr. Stander built a house at this address in 1997. He was required to escrow $10,000 for
erosion control measure on the ravines on either side of the house. He feels it unfair that
he is required to take dare of the total costs of erosion control in both ravines since he
feels erosion is also caused by other entities including the City roads. Mr. Stander also
stated some of erosion; control required of him is located on another person's property.
He asked why this erosion control in these two ravines wasn't assessed for at the time of
the road improvement project. His engineering firm, John Oliver and Assoc., suggested
the pipe in the one ravine should continue to the river.
After discussion, the Council asked for the City Engineer and City Administrator to meet
with Mr. Stander and review this project.
Mr. Field explained he 'needs approval of plans so he can submit them to the PCA for
review and authorization for bids for the project.
CM Heidner motioned to set a Special City Council Meeting on Monday, May 4,
1998 at 6:30 PM to reyiew Wastewater Treatment Plans and Specifications.
Seconded by CM Ackerman. All in favor. Motion carried.
CM Berning motioned'to approve the Consent Agenda. Seconded by CM Heidner.
All in favor. Motion carried.
Dan Licht reviewed the 'proposed ordinance.
CM Wendel motioned to adopt Ordinance No. 98-4 An Ordinance Establishing
Manufactured Home Parks As Conditional Uses in the City's R-5, R-6 and R-7
Zoning Districts. Seconded by CM Heidner.
Voting For the Motion: Mayor Fournier, CM Heidner, CM Wendel, CM Berning
Voting Against the Motion: CM Ackerman.
Motion carried four (41 to one (1).
LEONARD, STREET AND DEINARD
PROFESSIONAL ASSOCIATION
August 27, 1998
Andrew MacArthur, Esq.
Corey & MacArthur
705 Central Avenue
St. Michael, Minnesota 55` 76
Re: John and Isobel Stander; Our File 50456-1
1
Dear Mr. MacArthur:
!#JCS 2 8 -
Hugh M. Maynard
612-335-1562
hmml562@leonard.com
I understand that you are the City Attorney for the City of Otsego. We represent Mr. & Mrs. John
Stander who live at 9897 Kaiser Avenue, Otsego, which is legally described as Lot 18, Block 1,
Island View Estates, Wright County, Minnesota. They have asked us to assist them in their
pending discussions with the City about the proposed municipal storm sewer to be built along
their east boundary.
Mr. & Mrs. Stander acknowledge that a storm sewer in that location is necessary; and the plans
by John Oliver & Associates revised 9/13/96 seem satisfactory. However, it is grossly unfair for
the City to expect Mr. & Mrs. Stander to pay the entire cost of the project -- estimated at about
$10,000 -- when the storm sewer will serve all many parcels owned by other people. The storm
sewer was not made necessary by the construction of the Stander house in 1997, but by the City's
1996 paving and drainage project in the neighborhood. This storm sewer should have been
installed as part of the 1996 project and the cost of this storm sewer should have been included in
the corresponding special assessments levied among all the benefited parcels in the neighborhood
-- including Mr. & Mrs. Stander's parcel.
I would like to meet with you and the City Engineer at your earliest convenience at Otsego City
Hall to discuss this matter.; In order for me to understand the situation better, would you please
provide me copies of (1) all the civil engineering plans for the 1996 project in the neighborhood;
(2) the City Council resolution adopting the special assessment roll; (3) the special assessment roll
itself, (4) the minutes of the April 27, 1998 City Council meeting; and (5) the tape recording of
that meeting, if any. I can pick these up when we meet at City Hall.
150 SOUTH FIFTH STREET SUITE 2300 MINNEAPOLIS, MINNESOTA S5402 TEL 612-335-15oo FAx 612-335-1657
LAW OFFICES IN MINNEAPOLIS, SAINT PAUL AND MANKATO
August 27, 1998
Page 2
I look forward to your cooperation in resolving this matter.
Very truly yours,
LEONARD, STREET AND DEINARD
Hugh Maynard, Esq.
Real Property Law Specialist
Certified by the Minnesota�State Bar Association
cc: John & Isobel Stander
Stephen R. Pflaum
Michael C. Court-
Andrefv J. MacArthur
Marcus W. Miller
"I L. ticvu d in utin—
September 4, 1998
Mr. Hugh M. Maynard
'I
(:OURI & MACARTHUR
Attorneys at Law
705 Central Avenue East
PO Box 369
St. Michael, MN 55376-0369
(612) 497-1930
(612) 497-2599 (FAX)
couriandmacarthur®pobox. com
Attorney at Law
Leonard, Street and De h' hard
150 South Fifth Street, Suite 2300
Minneapolis, MN 55402
RE: John and Isobel Stander
Dear Mr. Maynard:
I received your correspondence dated August 27, 1998 and have reviewed the City's file
in this matter. I recall Mr. Stander appearing in front of the Otsego City Council to
discuss his issues. While it is your client's assertion that any drainage improvements
should have been included within the 1996 street overlay project, the City still maintains
the position that the drainage improvements are necessary for your client's lot to be
considered a buildable parcel. Your client's house is very close to the edge of a steep
ravine that contains flowage to the Mississippi River. This is a natural area that has
existed for hundreds of years.
The City Engineer indicated that as a part of the 1996 project that the ditches in the area
were deepened and that a culvert was placed at the point where water discharges into the
ravine. The combination of the culvert and ditching have resulted in no additional
flowage which would create erosion beyond what occurred prior to the project.
1
The original plat of Island View Estates was approved by Wright County, prior to Otsego
being incorporated as alCity. Even prior to incorporation, the Town Board of Supervisors
had concerns about the buildability of some of the lots within the plat. As a result of these
concerns, the Town Board directed the City Engineer to review all parcels regarding
drainage and other issues prior to any building permit being issued. This policy has been
consistently followed by the City.
{
Letter to Attorney Maynard
September 4, 1998
Page 2
In 1995 the original drainage plan was presented to the City by the previous property
owner. A revised version of the plan was approved in 1996. Notice of the requirements
for building on the lot was sent to the previous owner. (See enclosed).
I have been informed that prior to your client's beginning construction on his residence
the builder, Ziegler Construction, acting on his behalf, contacted the City and was
informed of the drainage conditions necessary to construct on the property. These
conditions were then conveyed to your client, who proceeded with construction with full
knowledge of what would be required.
Your client has previously provided the City with a letter indicating that a line of credit
has been established to build the needed drainage improvements. Your client thus
obviously not only hadmotice of the drainage requirements prior to construction of his
residence, but gave assurance to the City that he would comply with these conditions.
Apparently, no objection to these conditions was made until after actual construction of
the residence.
The City would be willing to meet with you and your clients to discuss this matter
further. We will also pi' vide you with all the documents requested if you still feel you
need them after reviewing this correspondence. In my conversations with the City
Engineer he has indicated that he would be willing to consider alternative methods of
dealing with the drainage problems.
Please contact me at your earliest convenience regarding a meeting, or if you have any
questions.
Very ours,
1
rew J Arth
COURT CARTHUR
Encls.
Pc: City of Otsego
Larry Koshak, City rigineer
r
Michael C. Couri-
Andrew J. MacArthur
Marcus W. Miller
I
•ALo Ucaued in !(6noir
September 16, 1998
COURI & MACARTHUR
Auorne)w at Law
- 705 Central Avenue East
PO Bas 369
St. Michael, MN55376-0369
(612) 497-1930
(612) 497-2599 (FAX)
cowiandmacwihurQpoboz caom
Mr. Hugh N. Maynard,
Attorney at Law
Leonard, Street & Deinard, P.A.
150 South Sixth Street
Suite 2300
Minneapolis, MN 55402
RE: City of Otsego- John and Isobel Stander
Dear Mr. Maynard:
r'
Enclosed, as per your request, please find the following:
I
1. Otsego City Council:'Resolution adopting the special assessment roll and the
assessment roll for the 1996 Island View overlay project.
2. Minutes of April 27, 1998 Otsego City Council meeting.
I understand that the City Engineer has forwarded to you under separate cover a copy of
the Engineering Plans and Specifications for the improvement. I assume that he will bill
you directly for a copy of this report.
The City will send you directly a copy of the tape of that portion of the April 27, 1998
City Council meeting with an invoice.
The Building Inspector .has indicated that a building permit was issued to the Stander's on
June 30, 1997.
Please let me know how you wish to further proceed in this matter. Any request for a
meeting with the City should be made to the City Administrator.
Letter to Attorney Maynard
September 16, 1998
Page 2
Veryw*-Yours,
drew ac
CO MACART'HUR
Encls.
Pc: Mike Robertson,Otsego City Administrator
Larry Koshak, Hakanson Anderson
City of Otsego
General Fund Expenditures Budget
Streets & Roads
Service Activity Number 43100
Other Services and Charges
225
Uniforms
4,389
4,634
4,500
Thru
Proposed
204
Insurance/W.Comp.
2002
2003
2004
June 30,
2004
Code
Item
Actual
Actual
Budget
2003
Budget
310
Miscellaneous
Personal Services
3,838
5,000
2,602
5,000
320
101
Salaries & Wages:'
$ 141,095
$ 140,376
$ 131,060
$ 82,363
$ -
102
Overtime
7,355
8,154
7,500
-
7,500
Education/training/conf.
Part-time
13,100
15,218
15,000
-
15,000
121
PERA
7,531
7,678
8,492
4,016
-
122
FICA & Medicare
11,819
11,972
11,747
6,336
-
123
Health & Dental
17,887
18,126
27,000
13,500
-
130
Disability
1,250
1,303
1,000
805
-
140
Unemployment
-
-
-
-
-
Total Personal
Services
200,037
202,827
201,799
107,020
22,500
Supplies
202
Gas, oil & propane
15,394
18,967
25,000
8,628
24,000
203
General supplies
3,851
6,680
5,000
3,757
7,000
210
Operating supplies
924
3,673
1,000
252
1,000
220
R & M supplies
40,789
37,922
42,000
14,664
44,000
392
Culverts
397
320
5,000
-
-
393
Street signs
9,913
5,723
5,000
1,254
5,000
Total Supplies
71,268
73,285
83,000
28,555
81,000
Other Services and Charges
225
Uniforms
4,389
4,634
4,500
1,674
4,500
204
Insurance/W.Comp.
7,132
13,890
7,300
-
-
240
Small tools
18,442
623
1,500
517
1,750
310
Miscellaneous
6,296
3,838
5,000
2,602
5,000
320
Telephone/Comm
1,456
1,407
1,500
890
1,750
322
Utilities
3,155
3,908
5,000
3,182
6,000
360
Education/training/conf.
560
750
1,000
750
1,000
370
Sand & gravel
-
12,049
1,000
915
2,000
373
Salt & sand
43,292
43,289
45,000
38,845
50,000
394
Rock
1,155
292
1,500
-
1,500
Total Other
Services and Charges
85,877
84,680
73,300
49,375
73,500
i
,I
-20- 8/4/2004
"* The debt service contribution for the 1999 overlay has been adjusted to reflect transfers and prepaid
special assessments since 1999. The City's share of the 1999 Overlay is estimated at $55,000 annually.
The $55,000 is financed by a'special levy as authorized by current tax law. The $55,000 tax levy is reported
as revenue on the Revenue Summary on page 3.
A new five year lease for the plow truck started in 2000 and will be paid from a special tax levy.
The special tax levy is included in the revenue summary on page 3.
i�
.I
i
I
i
-21-
8/4/2004
City of Otsego
General Fund Expenditures Budget
Streets & Roads
Service Activity Number 43100
Proposed
Thru
Proposed
2002
2003
2004
June 30,
2005
Code Item
Actual
Actual
Budget
2004
Budget
Contractual Charges
302 Engineering
6,771
-
-
3,217
-
390 Contracted services
205
3,381
-
-
-
400 R & M - Equipments
17,915
1,318
-
22,103
20,000
403 R & M - Other Than Bldg
-
-
-
-
-
410 Rentals ;
2,847
242
-
379
-
430 Misc. Other Charges
-
-
-
-
-
431 Bituminous overlay,
-
-
-
-
-
431 Gravel contracting
-
-
-
-
-
432 Sealcoating
39,293
46,877
73,000
-
-
433 Crackfilling ii
85
-
9,000
735
-
436 Dust coating 1
41,170
-
-
-
-
1999 Overlay Projects
123,000
70,000
55,000
-
55,000
(For Debt Service)
-
-
-
-
-
434 Blacktop patch
6,378
1,107
-
1,008
1,000
435 Street sweeping
5,208
6,360
-
7,232
8,000
Total Contractual Charges & SeI rvices
242,872
129,285
137,000
34,674
84,000
Capital Outlay
501 Equipment - Lease/CI payment 3,891
56,763
55,000
-
29,188
530 Improv. other thantldgs
-
-
-
-
-
Total Capital Outlay
i
3,891
56,763
55,000
-
29,188
Total Service Activity
$ 603,945
$ 546,840
$ 550,099
$ 219,624
$ 290,188
"* The debt service contribution for the 1999 overlay has been adjusted to reflect transfers and prepaid
special assessments since 1999. The City's share of the 1999 Overlay is estimated at $55,000 annually.
The $55,000 is financed by a'special levy as authorized by current tax law. The $55,000 tax levy is reported
as revenue on the Revenue Summary on page 3.
A new five year lease for the plow truck started in 2000 and will be paid from a special tax levy.
The special tax levy is included in the revenue summary on page 3.
i�
.I
i
I
i
-21-
8/4/2004
i
City of Otsego
Building Inspection Special Revenue Fund
2004 Proposed Budget
JThru Proposed
2003 2004 30 -Jun 2005
Actual Budget 2004 Budget
Building Inspection Revenues
Building Permits
Plan Check Fees
Mechanical Permits
Plumbing Permits
Septic Permits
Total Revenues
it
Inspection Department Expenditures
Salaries
Fica/Medicare
PERA
Health Insurance
Disability j
Total Personal Services
Office Supplies
Continuing education
Dues & memberships
Software
Telephone
Printing
Office Space/Rent
Mileage (Based on 45,000 miles per year)
Professional Services
Inspections .1
Engineering
Planner
$ 539,772
$ 251,290
$ 261,465 $ -
-
60,000
- -
125
7,500
27,813 -
140
7,500
27,278 -
9,350
7,000
2,550 -
549,387
333,290
319,106 -
77,830
147,480
61,086 -
6,759
11,282
4,432 -
2,249
8,156
3,335 -
14,850
27,000
15,654 -
475
100
340 -
102,163
193,918
84,847 -
4,224
5,000
2,206 -
1,511
1,220
623 -
100
422,092 239,738
250 -
40,000
450
- -
4,563
5,000
2,186 -
1,330
3,500
651 -
7,675
9,000
- -
1,249
16,650
3,812 -
134,580
-
2,048 -
65,783
1,000
5,809 -
10,051
2,000
- -
Legal
- 2,000
536
-
Computer
- -
6,833
Code enforcement
- -
6,329
15,000
Miscellaneous
100
-
Office Equipment
49,227
3,168
-
Building improvements
.39,536
1,039
25,000
Total Expenditures
422,092 239,738
120,337
40,000
Net Revenue (Expenditure)
$ 127,295 $ 93,552 $
198,770
$(40,000)
lote: This is accounted for in a separate Special Revenue Fund and only the net revenue
is recorded as a revenue of the General Fund
I
i
'r
City of Otsego
General
Fund Revenue Budget
Revenue Summary
Thru
Proposed
2002
2003
2004
June 30,
2005
Source
Description
Actual
Actual
Budget
2004
Budget
31010
Property Taxes ;,
$ 1,032,860
$ 1,161,351
$ 1,303,335
$ 63,702
$ -
32100
Business Licenses
12,935
11,820
15,000
9,290
15,000
32210
Dog Licenses
165
155
100
270
250
32250
Sign Permits
-
1,547
-
440
-
32260
Building Permits
100,000
75,000
82,227
-
75,000
32270
Septic Permits
7,000
-
7,000
-
-
32280
Wetland Review
-
-
-
-
-
32290
Weight Permits
10
-
-
-
-
State Grants & Aids
-
-
-
33401
Local Government Aid ;�
56,649
1,170
1,170
-
123,264
33402
Homestead Credit
151,396
168,561
-
-
-
33404
Recycling Grant
-
1,977
-
-
-
33405
Police Aid 11
12,265
19,176
12,000
-
14,000
33406
MSA Maintenance
84,411
83,916
95,000
52,644
10,000
33404
Other State Aid
1,872
1,872
-
-
-
34050
Administrative fees
-
-
25,000
-
30,000
Administrative fees-Finari'ce
15,000
15,000
34100
CUPNariance
4,922
-
9,000
-
10,000
34102
Subdivision
23,512
80,240
5,000
66,647
10,000
34103
Zone/Ordinance
200
9,060
1,500
-
2,500
34104
Interim Use Permit a
-
-
-
34107
Assessment searches
4,810
5,645
5,000
1,270
5,000
34130
Streets
5,194
2,014
7,000
3,272
7,000
34105
Maps/copies
1,260
4,199
3,500
851
3,000
34150
Topo Sales
11,455
17,132
10,000
5,802
10,000
34230
Streeght Light Fees - Dev
-
18,420
-
14,880
20,000
34201
Mining Fees
1,048
18,616
12,000
-
12,000
34710
Recreation Fees
1,648
-
-
-
-
35101
Fines & Forfeits
25
-
-
-
36100
Special Assessments
-
2,108
-
-
-
36210
Interest Earnings 1
23,083
31,997
40,000
21,221
40,000
36230
Donations
810
350
-
160
-
38000
Old Hall/House Rent
9,860
9,927
6,500
8,050
-
38050
Franchise Fees
12,463
19,196
15,000
-
17,500
39000
Other/River Rider Reimb,
3,174
1,533
-
142
-
34408
Clean Up Day
6,483
11,010
6,000
-
-
39400
Refunds & Reimbursemei
4,744
1,622
-
1,832
-
39500
City Hall Rent
961
-
-
-
-
Total Revenue
$1,575,215
$1,759,614
$ 1,676,332
$ 250,473
$ 419,514
Special Tax Levies I
1999 Street Improvements
-
-
55,000
55,000
1999 Capital
Equipment
-
-
26,000
29,188
Park activities
from special fund
9,503
-
-
-
$1,584,718
$1,759,614
$ 1,757,332
$ 250,473
$ 503,702
-3-
8/4/2004
CITY COUNCIL SPECIAL MEETING
7 PM, AUGUST 41 2004
Mayor Fournier has called for Special City Council Meeting to consider approval of
Payment No. 8 to Rice Lake Construction Group for $701,107.00 for the West
Wastewater Treatment Plant. This item was inadvertently not on the July 26,
2004 City Council Meeting.
r
This special City Council Meeting will be held just prior to the City Council Budget
Workshop Meeting.
Judy Hudson
City Clerk
Bonestroo
Rosene
Anderlik &
Assodates
Engineers & Architects
C( Via-
FOR
Y0URF'-7—,,, re:
3wner: City of OtsegN899 Nashua Ave. NE, Otsego, MN 55330 Date: July 8, 2004
:or Period: 6/12/2004 to 7/8/2004 Request No: 8
'.ontractor. Rice Lake`Construction Group, 22360 County Road 12, Deerwood, MN 56444
CONTRACTOR'S REQUEST FOR PAYMENT
OTSEGO WASTEWATER TREATMENT FACILITY
BRA FILE NO. 503-02-107
SUMMARY 1
1 Original Contract Amount
2 Change Order - Addition
3 Change Order - Deduction
4 Revised Contract Amount
5 Value Completed to Date
6 Material on Hand
7 Amount Earned
I
8 Less Retainage 5%
9 Subtotal H
10 Less Amount Paid Previously
i
11 Liquidated damages -
12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO.
I
Recommended for Approval by
BONESTRO , RO E, ANDERLIK & ASSOCIATES, INC.
4
Approved by Contractor: !j
RICE LAKE CONSTRUCTION ,GROUP
Specified Contract Completion Date:
October 29, 2004
it
50302107RE08.xls
8
$ 125,738.00
$ 0.00
$ 6,384,000.00
$ 6,509,738.00
$ 4,574,305.00
$ 0.00
$ 4,574,305.00
$ 228,715.25
$ 4,345,589.75
$ 3,679,539.05
$ 0.00
$ 666,050.70
Approved by Owner:
CITY OF OTSEGO �2
12�tkk�-j -A � -D'001A
REQUEST FOR PAYMENT
'ROJECT: WASTEWATER TREATMENT FACILITY
OTSEGO, MN
RLCG PROJECT NO. 03-16
BRA FILE NO. 503-02-107
DATE: June 24, 2004
REQUEST FOR PAYMENT NO.: 8 FOR PERIOD: 5/30/04 thru 6/26/04
CONTRACTOR: RICE LAKE CONSTRUCTION ,ROUP, P.O. BOX 517, DEERWOOD, MN 56444
SUMMARY:
ORIGINAL CONTRACT AMOUNT "
CHANGE ORDER - Addition
CHANGE ORDER - Deduction
REVISED CONTRACT AMOUNT
VALUE COMPLETED TO DATE
'REVIOUS PAYMENTS
AMOUNT DUE THIS REQUEST FOR PAYMENTi
ESCROW ACCOUNT:
PREVIOUS AMOUNT IN ESCROW 193,659.00
TRANSFER TO ESCROW ACCOUNT 35,056.00
TOTAL AMOUNT IN ESCROW ACOUNT 228,715.00
Submitted: Rice Lake Construction Group
i
I
Recommended: Bonestroo, Rosene, Anderlik & Assoc.
i
I
Leonard
Stephan L. Alm, P.E.
125,738.00
0.00
6,384,000.00
6,509,738.00
4,574,305.00
3,873,199.00
701,106.00
6/25/04
Date
Date
.Approved: City of Otsego
Date
REQUEST FOR PAYMENT
DATE: June 24, 2004
REQUEST FOR PAYMENT NO.: 8
WASTEWATER TREATMENT FACILITY
OTSEGO, MN
RLCG PROJECT NO. 03-16
BRA FILE NO. 503-02-107
ITEM # DESCRIPTION
I,
---CONTRACT AMOUNT--
OTY U/M UNIT TOTAL
RICE LAKE CONSTRUCTION GROUP
P.O. BOX 517, 22360 COUNTY ROAD 12
DEERWOOD, MN 56444
-ESTIMATE AMOUNT -
QUANTITY QUANTITY QUANTITY
PREY. THIS EST. TO DATE
AMOUNT
TO DATE
1010
MOBILIZATION
1 LS
244,800.00
244,800.00
1.00
1.00
244,800.00
1020
PERFORMANCE BOND
1 LS
72,270.00
72,270.00
1.00
1.00
72,270.00
1030
PROJECT INSURANCE
1 LS
9,230.00
9,230.00
1.00
1.00
9,230.00
1080
DEMOBILIZATION
1 LS
5,800.00
5,800.00
0.00
0.00
-
2200
EARTHWORK
A
Lump Sum
1 LS
487,000.00
487,000.00
0.89
0.06
0.95
462,650.00
B
Remove Unsuitable Materials
1,000 CY
6.00
6,000.00
0.00
0.00
-
c
Install Granular Materials
.1,000 CY
14.00
14,000.00
0.00
0.00
-
2320
SITE PIPE
A
Pipe Materials
1 LS
198,870.00
198,870.00
1.00
1.00
198,870.00
B
Precast Manholes
1 LS
24,360.00
24,360.00
1.00
1.00
24,360.00
c
Castings
1 LS
1,330.00
1,330.00
1.00
1.00
1,330.00
D
Installation
1 LS
242,350.00
242,350.00
0.75
0.11
0.86
208,421.00
2630
STORM DRAINAGE
A
Pipe Materials
1 LS
8,060.00
8,060.00
1.00
1.00
8,060.00
B
Installation
1 LS
5,600.00
5,600.00
0.00
0.00
-
2635
DRAIN TILE
A
Pipe Materials
1 LS
14,630.00
14,630.00
1.00
1.00
14,630.00
B
Installation
1 LS
16,600.00
16,600.00
0.90
0.10
1.00
16,600.00
2820
RETAINING WALLS
1 LS
8,000.00
8,000.00
0.00
0.00
-
2830
FENCE & GATES
1 LS
25,990.00
25,990.00
0.00
0.00
2920
SEEDING & SODDING
1 LS
28,750.00
28,750.00
0.00
0.00
2930
LANDSCAPING
1� LS
20,480.00
20,480.00
0.00
0.00
-
3200
REINFORCING STEEL
A
Materials
325 TON
504.00
163,800.00
314.00
11.00
325.00
163,800.00
B
Installation
325 TON
430.00
139,750.00
286.00
29.00
315.00
135,450.00
3300
CONCRETE WORK
A
Pretreatment Building
469 CY
484.00
226,996.00
336.00
72.00
408.00
197,472.00
e
Anaerobic Basin
1 200 CY
484.00
96,800.00
200.00
200.00
96,800.00
c
Oxidation Ditch
516 CY
484.00
249,744.00
444.00
68.00
512.00
247,808.00
D
Clarifier No. 1
230 CY
484.00
111,320.00
230.00
230.00
111,320.00
E
Clarifier No. 2
230 CY
484.00
111,320.00
230.00
230.00
111,320.00
F
Final Clarifier Splitter Box
11 CY
484.00
5,324.00
11.00
11.00
5,324.00
c
Sludge Thickening Building
522 CY
484.00
252,648.00
510.00
9.00
519.00
251,196.00
H
Aerobic Digesters
152 CY
484.00
73,568.00
152.00
152.00
73,568.00
i
Sludge Storage Tank
610 CY
484.00
295,240.00
610.00
610.00
295,240.00
.i
U. V. Building
186 CY
484.00
90,024.00
186.00
186.00
90,024.00
K
Control Building
112 CY
484.00
54,208.00
0.00
76.00
76.00
36,784.00
L
Misc. Concrete
42 CY
484.00
20,328.00
16.00
12.00
28.00
13,552.00
3400
PRECAST CONCRETE
1 LS
36,800.00
36,800.00
0.48
0.48
17,664.00
4200
MASONRY
A
Materials
1 LS
31,860.00
31,860.00
0.50
0.50
15,930.00
B
Installation
1 LS
51,030.00
51,030.00
0.20
0.08
0.28
14,288.00
5500
MISC. METALS
A
Materials
1 LS
123,000.00
123,000.00
0.71
0.14
0.85
104,550.00
e
Installation
1 LS
33,550.00
33,550.00
0.18
0.18
6,039.00
6100
ROUGH CARPENTRY
A
Pretreatment Building
1 LS
18,670.00
18,670.00
0.00
0.00
-
B
Sludge Thickening Building
1 LS
20,870.00
20,870.00
0.00
0.90
0.90
18,783.00
c
U. V. Building
1 LS
12,510.00
12,510.00
0.00
1.00
1.00
12,510.00
D
Control Building
1 LS
17,220.00
17,220.00
0.00
0.00
-
6110
PLYWOOD ROOF MATERIALS
A
Pretreatment Building
1 LS
5,790.00
5,790.00
0.00
0.00
B
Sludge Thickening Building
i 1 LS
12,310.00
12,310.00
0.00
1.00
1.00
12,310.00
c
U. V. Building
1 LS
5,430.00
5,430.00
0.00
1.00
1.00
5,430.00
o
Control Building
1 LS
12,670.00
12,670.00
0.00
0.00
-
6190
A
WOOD TRUSSES
Pretreatment Building
1
LS
6,930.00
6,930.00
0.00
0.00
B
Sludge Thickening Building
1
LS
14,720.00
14,720.00
0.00
1.00
1.00
14,720.00
c
U. V. Building
1
LS
6,490.00
6,490.00
0.00
1.00
1.00
6,490.00
o
Control Building
1
LS
15,160.00
15,160.00
0.00
0.00
6630
FRP COVERS
1
LS
69,400.00
69,400.00
1.00
1.00
69,400.00
A
Materials
Installation
1
LS
14,240.00
14,240.00
0.33
0.33
4,699.00
7110
B
WATERPROOFING
1
LS
6,750.00
6,750.00
0.45
0.55
1.00
6,750.00
7200
RIGID INSULATION
Pretreatment Building
1
LS
1,170.00
1,170.00
0.00
0.00
A
B
Sludge Thickening Building
1
LS
1,560.00
1,560.00
0.00
1.00
1.00
1,560.00
c
U. V. Building
1
LS
1,170.00
1,170.00
0.00
1.00
1.00
1,170.00
D
Control Building
1
LS
1,710.00
1,710.00
0.00
0.00
-
7212
BATT INSULATION
Pretreatment Building
1
LS
1,920.00
1,920.00
0.00
0.00
-
A
B
Sludge Thickening Building
1
LS
3,590.00
3,590.00
0.00
0.00
c
U. V. Building
1
LS
1,940.00
1,940.00
0.00
0.00
-
o
Control Building
1
LS
3,460.00
3,460.00
0.00
0.00
-
7310
A
SHINGLES
Pretreatment Building
1
LS
3,420.00
3,420.00
0.00
0.00
-
B
Sludge Thickening Building
1
LS
7,280.00
7,280.00
0.00
0.00
-
c
U. V. Building
1
LS
3,210.00
3,210.00
0.00
0.00
-
o
Control Building
1
LS
7,490.00
7,490.00
0.00
0.00
-
7460
METAL SIDING
Pretreatment Building
1
LS
37,850.00
37,850.00
0.00
0.56
0.56
21,196:00
A
B
Sludge Thickening Building
1
LS
22,200.00
22,200.00
0.00
0.56
0.56
12,432.00
c
U. V. Building
1
LS
24,610.00
24,610.00
0.00
0.56
0.56
13,781.00
o
Control Building
1
LS
22,640.00
22,640.00
0.00
0.56
0.56
12,678.00
7920
CAULKING
1
LS
7,950.00
7,950.00
0.00
0.00
-
8110
H.M.& FRP DOORS
Materials
14
EA
2,370.00
33,180.00
0.00
14.00
14.00
33,180.00
A
B
Installation
14
EA
225.00
3,150.00
0.00
0.00
8330
OVERHEAD DOORS
2
EA
3,900.00
7,800.00
0.00
0.00
8500
ALUMINUM ENTRANCES ;i
1
LS
23,660.00
23,660.00
0.00
0.00
9510
ACOUSTICAL CEILING
1
LS
6,140.00
6,140.00
0.00
0.00
9800
PAINTING
1
LS
96,400.00
96,400.00
0.00
0.14
0.14
13,496.00
10165
TOILET COMPARTMENTS
1
LS
470.00
470.00
1.00
1.00
470.00
A
s
Materials
Installation
1
LS
280.00
280.00
0.00
0.00
10200
A
LOUVERS
Materials
19
EA
100.00
1,900.00
0.00
0.00
B
Installation
19
EA
120.00
2,280.00
0.00
0.00
10400
PLASTIC SIGNS
1
LS
2,380.00
2,380.00
0.00
0.00
A
B
Materials
Installation
1
LS
470.00
470.00
0.00
0.00
10500
LOCKERS
Materials
1
LS
2,800.00
2,800.00
0.17
0.17
476.00
A
s
Installation
1
LS
350.00
350.00
0.00
0:00
-
10520
FIRE EXTINGUISHERS
0.00
A
Materials
11
EA
70,00
770.00
0.00
B
Installation
11
EA
20.00
220.00
0.00
0.00
10650
DECORATIVE FENCE
1
LS
11,800.00
11,800.00
0.00
0.00
10800
TOILET ACCESSORIES
A
Materials
1
LS
660.00
660.00
0.00
0.00
B
Installation I
1
LS
180.00
180.00
0.00
0.00
-
11117
VORTEX GRIT PUMP 1
1
EA
8,230.00
8,230.00
1.00
1.00
8,230.00
11205
SCREW CONVEYOR & ROTARY DRUM
A
Materials
1
LS
46,200.00
46,200.00
1.00
1.00
46,200.00
B
Conveyor -Installation
1
LS
2,550.00
2,550.00
0.00
0.00
-
c
Rotary Drum - Installation
1
LS
1,700.00
1,700.00
0.00
0.00
11240
CHEMICAL FEED EQUIPMENT
1
LS
29,600.00
29,600.00
0.00
0:00
-
11262
U. V. EQUIPMENT
1
LS
76,680.00
76,680.00
0:22
0.16
0.38
29,138.00
A
B
Materials
Installation
1
LS
1,200.00
1,200.00
0.00
0.00
-
11304
CLARIFIERS & GRIT EQUIPMENT
1.00
1.00
83,630.00
A
Materials
1
LS
83,630.00
83,630.00
B
Clarifiers - Installation
2
EA
6,430.00
12,860.00
0.25
0.25
1,607.00
c
Grit Equipment - Installation
1
LS
1,990.00
1,990.00
0.00
0.00
-
11306
SUB. SEWAGE PUMPS j
3
EA
19,160.00
57,480.00
0.00
0.00
11312
PROGRESSIVE CAVITY PUMP
1
EA
35,000.00
35,000.00
1.00
1.00
35,000.00
11328 VORTEX GRIT CHAMBER
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
3 EA
1 LS
2 EA
2 EA
1 LS
3 EA
3 EA
1 LS
1 LS
1 LS
1 LS
1 LS
3 EA
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
i
1 LS
1 LS
1 LS
1 1 LS
1 LS
1 LS
17,660.00
A Materials
1.00
s Installation
11348
SAMPLERS
1,200.00
A Materials
0.00
B Installation
11361
GBT & POLYMER EQUIPMENT
7,920.00
A Materials
0.00
s Installation
11377
P. D. BLOWERS
11378
COARSE BUBBLE DIFFUSERS
11381
CARROUSELAERATORS
0.00
A Materials
107,530.00
B Installation
11383
VORTEX MIXING SYSTEM
11386
SUB. TANK MIXERS
5,090.00
A Materials
0.15
B Installation
11600
LABORATORY EQUIPMENT
11691
ODOR CONTROL SYSTEM
12505
BLINDS
12600
LABORATORY FURNITURE
12620
FURNITURE
13301
MAG METERS
15000
MECHANICAL
46,860.00
A Mobilization
0.00
B Sluice Gates
2.00
Materials
2,120.00
Labor
0.00
c DIP
0.00
Materials
67, 940.00
Labor
0.15
D Hangers
0.90
Materials
9,330.00
Labor
3.00
E Valves - Materials
3.00
F Insulation
450.00
G Underground Pipe
0.00
Materials
0.00
Labor
40,000.00
H Vent Pipe
0.00
Materials
0.00
Labor
39,000.00
i Domestic Water Pipe
1.00
Materials
1.00
Labor
640.00
.i Excavation & Backfill
0.00
K Fixtures
0.00
Materials
31,500.00
Labor
0.00
L CO/FD/RD
0.00
Materials
5,000.00
Labor
0.00
m Water Heater
0.00
Materials
3,660.00
Labor
3.00
N Chemical Piping
3.00
Materials
30,000.00
Labor
1.00
o Gas Pipe
1.00
Materials
35,000.00
Labor
0.95
P Pump & Accessories Installation
1.00
Materials
4,500.00
Labor
0.00
o Controls
0.00
R HVAC
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
3 EA
1 LS
2 EA
2 EA
1 LS
3 EA
3 EA
1 LS
1 LS
1 LS
1 LS
1 LS
3 EA
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
1 LS
i
1 LS
1 LS
1 LS
1 1 LS
1 LS
1 LS
17,660.00
17,660.00
1.00
1.00
17,660.00
1,200.00
1,200.00
0.00
0.00
-
7,920.00
7,920.00
0.00
0.00
300.00
300.00
0.00
0.00
-
107,530.00
107,530.00
1.00
1.00
107,530.00
5,090.00
5,090.00
0.15
0.15
763.00
10,240.00
30,720.00
3.00
3.00
30,720.00
10,700.00
10,700.00
1.00
1.00
10,700.00
46,860.00
93,720.00
0.00
2.00
2.00
93,720.00
2,120.00
4,240.00
0.00
0.00
-
67, 940.00
67, 940.00
0.15
0.75
0.90
61,146.00
9,330.00
27,990.00
3.00
3.00
27,990.00
450.00
1,350.00
0.00
0.00
-
40,000.00
40,000.00
0.00
0.00
-
39,000.00
39,000.00
1.00
1.00
39,000.00
640.00
640.00
0.00
0.00
-
31,500.00
31,500.00
0.00
0.00
5,000.00
5,000.00
0.00
0.00
-
3,660.00
10,980.00
3.00
3.00
10,980.00
30,000.00
30,000.00
1.00
1.00
30,000.00
35,000.00
35,000.00
0.95
0.05
1.00
35,000.00
4,500.00
4,500.00
0.00
0.00
-
145,000.00
145,000.00
0.41
0.28
0.69
100,050.00
126,490.00
126,490.00
0.15
0.14
0.29
36,682.00
10,000.00
10,000.00
0.00
0.36
0.36
3,600.00
1,000.00
1,000.00
0.00
0.12
0.12
120.00
48,000.00
48,000.00
0.51
-0.39
0.90
43,200.00
20,810.00
20,810.00
0.00
0.18
0.18
3,745.00
15,000.00
15,000.00
0.95
0.05
1.00
15,000.00
20,000,00
20,000.00
0.95
0.05
1.00
20,000.00
10,000.00
10,000.00
0.10
0.40
0.50
5,000.00
12,000.00
12,000.00
0.10
0.12
0.22
2,640.00
15,000.00
15,000.00
0.00
0.40
0.40
6,000.00
16,000.00
16,000.00
0.00
0.10
0.10
1,600.00
9,000.00
9,000.00
0.95
0.05
1.00
9,000.00
12,000.00
12,000.00
0.00
0.00
-
1,500.00
1,500.00
0.00
0.00
-
18,500.00
18,500.00
0.66
0.34
1.00
18,500.00
15,000.00
15,000.00
0.66
0.24
0.90
13,500.00
5,000.00
5,000.00
0.00
0.00
-
500.00
500.00
0.00
0.00
5,000.00
5,000.00
0.00
0,00
2,500.00
2,500.00
0.00
0.00
3,500.00
3,500.00
0.00
0.00
4,500.00
4,500.00
0.00
0.00
-
6,500.00
6,500.00
0.05
0.24
0.29
1,885.00
1,500.00
1,500.00
0.00
0.09
0.09
135.00
14,700.00
14,700.00
0.00
0.00
-
159,500.00
159,500.00
0.00
0.12
0.12
19,140.00
16000 ELECTRICAL
Mobilization
System Integrator
Generator
Lighting Fixtures
Fire Alarm
Security
Material
AL:
CHANGE ITEMS
Change Order No. 1
A PR 01
B PR 02
1
LS
• 10,000.00
10,000.00
1
LS
215,000.00
215,000.00
1
LS
79,000.00
79,000.00
1
LS
19,000.00
19,000.00
1
LS
1,900.00
1,900.00
1
LS
2,000.00
2,000.00
1
LS
51,000.00
51,000.00
1
LS
188,850.00
188,850.00
L
6,384,000.00
1.00
1.00 10,000.00
0.00
0.00 -
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 -
0.22
0.11 0.33 16,830.00
0.09
0.06 0.15 28,327.00
.i
i
1
LS
99,790.00
99,790.00
0.32
1
LS
I
25,948.00
25,948.00
0.29.
125,738.
TOTAL: 6,509,738.00
0.32 31,932.00
029 7.524.00
4,574,305.00
PROJECT PAYMENT STATUS
OWNER CITY OF OTSEGO
BRA FILE NO. 503-02-107
CONTRACTOR RICE LAKE CONSTRUCTION GROUP
CHANGE ORDERS
kil rlaccrintinn
Amount
1
5/17/2004
This Change Order provides for additional work on this project.
See Change Order.
$125,738.00
12,401.50
248,030.00
�I
12/12/2003
01/12/04
419,612.15
3
689,726.99
Total Change Orders
$125,738.00
I�
PAYMENT SUMMARY '
K11 Tn
Pavmant Retainaae Completed
1
12/01/2003
12/11/03
235,628.50
12,401.50
248,030.00
2
12/12/2003
01/12/04
419,612.15
34,486.34
689,726.99
3
01/13/2004
01/24/04
277,917.75
49,113.60
982,272.00
4
01/25/2004
k 02/28/04
482,852.70
74,526.90
1,490,538.00
5
02/29/2004
03/28/04
659,180.30
109,220.60
2,184,412.00
6
03/29/2004
L 05/17/04
909,836.85
157,106.75
3,142,135.00
7
05/18/2004
06/11/04
694,510.80
193,695.95
3,873,235.00
8
06/12/2004
07/08/04
666,050.70
228,715.25
4,574,305.00
Material on Hand
Total Payment to Date
$4,345,589.75
Original Contract
$6,384,000.00
Retainage Pay No. 8
228,715.25
Change Orders
$125,738.00
Total Amount Earned
$4,574,305.00
Revised Contract
$6,509,738.00
50302107REQ8.xls