HomeMy WebLinkAbout10-15-2007 Planning Commission Packet PUBLIC ATTENDANCE
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' -MINUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday,September 17,2007
6:00 o'clock p.m.
ROLL - � .
• The Orono Planning Commission met on the above-mentioned date with the following members present:
Acting Chair Janice Berg,Commissioners Jaye Ann Zullo,Tess R:ice, and Kim Kang. Representing Staff �
were Assistant City Administrator for Long-Term Strategy Mike Gaffron,Planning and Zoning
Coordinator Melanie Curtis,Planner Evelyn Turner; and Recorder Jaclde Young. ,
Mayor James White was present.
Commissioner Berg called the meeting to order at 6:02 p.m., followed by the Pledge of Allegiance.
Rice moved,Kang seconded,to approve the appointment of Janice Berg as Acfing Chair for
tonight's meeting. VOTE: Ayes 3,Nays 0,Berg abstained.
APPROVAL OF MINUTES
*1. PLANNiNG COMMISSION MEETING OF AUGUST 20,2007
Rice moved,Kang seconded,to approve the minutes of the August 20,2007,Planning Commission
meeting as submitted.. VOTE: Ayes 3,Nays 0,Berg abstained.
CONSENT AGENDA
Rice moved,Kang seconded,to add Item#����-�3?14.�to the Consent�genda. VOTE: Ayes 4,Nays 0. '
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{ Acting Chair Berg opened the public hearing fo�IYefns #07-3313 and#07-3314 at 6:03 p.m.
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There were no public comments regarding Applications#07-3313 and#07-3314. ,
Acting Chair Berg closed the public hearing at 6:03 p.m.
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Zullo moved,Rice seconded,to approve the Consenf Agenda as amended. VOTE: Ayes 4,Nays 0. �
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*2. . #07-3313 THEODORE&BETTY ZIEMAN,3045 SUSSEZ ROAD, SUBDIVISION
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Zullo moved,Rice seconded,to recommend approval of Application#07-3313,Theodore and Betty
Zieman,3045 Sussez Road,preliminary plat approval of a plat to subdivide the property into two
lots VOTE: Ayes 4,Nays 0. rt
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MINUTES OF THE '�
ORONO PLANNING COATNIISSION MEETING
Monday, September 17,2007
6:00 o'clock p.m.
OLD BUSINESS �
3. #07-3305 LAKE COUNTRI'BUII.,DERS ON BEHALF OF JAMES ZIMII�RMAN,2745 ' .
SHADYWOOD ROAD,VARIANCE,6:06 P.M.—6:30 P.M. .
Gregg Graten,Jim Zierman, and Peter Jacobson,Lake Country Builders,were present. �
Curtis noted this application was tabled at a previous Planning Commission meeting following a detailed
� -' discussiori of the proposal. The applicant is requesting 0-75 foot hardcover and lake setback variances in �
� order to construct additions to the existing home and have proposed two new options. Option 1 includes a �
pergola with an existing patio at the sound encl of the property at the point, and Option 2 includes a screen
porch with a balcony above.
On Friday Staff received an e-mail with pictures of the property attached,which was forwarded to the �
Commissioners. It appears the applicant has responded to the direction g-iven at the August Planning
Commission meeting by submitting Option 1. Staff feels the revised proposal is more reasonable than
what was orig-inally proposed. The massing on the point end of the property has been somewhat
minimized. The height of the structure continues to meet Code requirements and the rooflines are not
extreme. There continues to be a pergola over the existing patio on the point end of the home. The
. pergo�a does continue to the structural coverage level and minimally to the overall structural massing on
the lot.
In addition, Staff has received information from the City Attorney confirming the applicant's position on
the easement for a turnaround. While it may not function as a turnaround for the neighborhood,the fire
marshal maintains that a residence located 150 feet from the public roadway must provide a tumaround
for emergency vehicles. The turnaround should not be narrower than 14 to 15 feet in width. This would
require the hardcover in the existing driveway to be maintained at its current width.
Staff feels the property is currently being put to reasonable use and to further the nonconfornuties with
the proposed additions is�excessive. Staff continues to recommend denial. However, should the Planning
Commission find that the applicant's revised plans meet their direction,then an approval recommendation
should be forwarded to the City Council for their review. Curtis noted the requirements of the fire
marshal dictate the need for revised hardcover calculations.
Graten stated they have revised the drawings following the August Planning Commission meeting and
have lowered the roof height by approximately 2.5 feet. The existing roof pitch at the front of the house
contains a 4:12 pitch. Crraten requested the option slightly to revise the configuration for aesthetic
reasons.
Jim Zierman distributed photographs to the Commissioners depicting the property. Zierman stated there
are a number of trees that block the view from the lake, which would help to block any massing of the
structure.
Peter Jacobson stated based upon the comments of the Planning Commission,they revised their plans to
reduce the pitch of the roof and kept the hardcover at the existing levels. Jacobson indicated they would
prefer Option 2 and that it is not against the norm to have a porch.
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�' MINUTES OF THE
ORONO PLAI�TNING COMIVIISSION MEETING
Monday,September 17,2007
b:00 o'clock p.m.
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(#07-3305 Lake Country Builders.on behalf of James Zimmerman, Continued)
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Rice noted this application was tabled at the laSt meeting and that she is the only one of the
commissioners at tonight's meeting who was in attendance at that meeting. Rice stated she had expressed '
concern at that time that the property was already able to be put to reasonable use.
2. . . .
Graten inquired whether the Planning Commission was provided with information on the rain gardens.
- Curtis stated the Commissioners were provided with the Planner's Report,the exhibits,and the minutes
' from last month's meeting,which does include information on the rain gardens.
Kang stated her concern with constructing the porch on the point is that during the winter there would not
be as much screening and that she is unsure what the visual impact would be from the lake during the
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winter months.
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Zierman stated it would be difficult to see that area given the location of the porch.
Acting Chair Berg opened the public hearing at 6:17 p.m.
There were no public comments regarding this application.
Acting Chair Berg closed the public hearing at 6:17 p.m. •
Zullo stated she did review the entire application and that she does not see a need at this time for allowing
an increase in use. • ° . �
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. Zierman commented that is a different direction�than what they received at the last Planning Commission
meeting.
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Rice noted that two commissioners had indicated the porch would be acceptable but that the other two
commissioners did express some concerns about the location.
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Zullo reiterated that the property is able to be put to reasonable use at the present time.
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Zierman stated it was his understanding that the Planning Commission was ready to approve the
application if the porch was removed. :
Curtis stated Commissioner Rice did express that concern with the porch and that the majority of the
direction from the Planning Commission did come from two of the commissioners. The meeting ended
with the application being tabled to allow the applicant to revise his plans. Curtis stated the minutes do
reflect what went on at the meeting and that Commissioner Winer also expressed the same concerns as
Commissioner Rice.
Berg stated typically the Planning Commission will discuss a number of issues but not every issue will be
discussed at every meeting. i� �
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Zierman stated in the Planner's Report it said that they have addressed the issues, and that if the issues are
addressed,the commission would vote on it arid forward their application to the city council.
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MINUTES OF THE `
ORONO PLANNING COMMISSION MEETING
Monday, September 17,2007
� 6:00 o'clock p.m.
(#07-3305 Lake Country Builders on Behalf of James Zimmerman,Continued)
� •Berg noted Staffls recommendation is to deny the application and that it appears the commissioners
. present at tonight's meeting are not in favor of the application. ' � � .
� Crraten stated in attendance at last month's meeting were two commissioners that were in favor of the
'application and that they were willing to vote on the application. Graten inquired whether it would be
possible to ta.ble the application and have it on next month's agenda when those commissioners would be
present.
Curtis stated she is unsure whether an approval vote would have been the result of a vote at last month's
meeting and that she had the understanding at the end of the meeting that Commissioner Winer preferred
Option 3.
Zierman stated he would like to have the application tabled to next month's meeting.
Zullo noted new hardcover calculations would also need to be submitted.
Curtis stated Staff would be comfortable with submitta.l of those prior to the Council meeting.
Jacobson concurred that the application should probably be tabled until next month when.the other
commissioners are present. Jacobson stated they did address the issues that were raised at last month's
meeting and that they did revise their plans accordingly. In making the revisions,they submitted two
options for review tonight and that to their understanding they have addressed what they were required to.
Berg stated there is a possibility that two of tonight's commissioners would not be present at next month's
meeting.
Berg inquired whether they would like the application tabled.
Jacobson stated they would.
Rice moved,Berg seconded,to table Application#07-3305,Lake Country Builders on behalf of
James Zimmerman,2745 Shadywood Road. VOTE: Ayes 4,Nays 0.
NEW BUSINESS
*4. #07-3314 MICHAEL INGEMANSEN ON BEHALF OF THE NAVARRE
CONGREGATION OF JEHOVAH'S WITNESSES,INC.,3655 TOGO ROAD, CONDITIONAL
USE PERMIT AND VARIANCE
Zullo moved,Rice seconded,to recommend approval of Application#07-3314,Michael Ingemansen
on behalf of the Navarre Congregation of Jehovah's Witnesses,granting of a revision to a
previously approved conditional use permit and a setback variance. VOTE: Ayes 4,Nays 0.
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` ' MINUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday, September 17,2007
6:00 o�'clock p.m.
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5. #07-3315 DONNA AND MICHAEL EBERTZ, 1220 TONKAWA ROAD,VARIANCE
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Donna and Michael Ebertz,Applicants, and Michael Sharratt;Architect,were present.
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Curtis stated the applicants are requesting 0-75 foot and 75-250 foot zone hardcover variances and a lake
setback variances in order to construct a new home on the property. The applicants' lot is quite unique in
, that it has a considerable amount of lakeshore and•"Preserve"classification wetland impacting the �
buildable area. The applicants have proposed a hoine which meets most of the zoning requirements. The
applicants'proposed home meets most of the zoning requirements. '
The applicants are proposing to locate 325 square feet of hardcover within the 0-75 foot zone. This does
not include the 134 square feet of retaining wall on the north end of the lakeshore. The applicants are
requesting the variances to allow areas of patio and 56 feet of the home to extend into the 75 foot setback.
Staff finds that the hardcover level proposed within the 75-250 foot zone may not be entirely out of line.
However,the Planning Commission should discuss the size of the applicants'proposed house,number of
patios, and driveway orientation and determine if the proposed level of 50.8 percent is appropriate.
Additionally, Staff feels that the hardcover and structural improvements proposed within the 0-75 foot
zone are merely a design issue and could be eliminated to avoid this encroachment. �
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Staff recommends approval of a level of hardcover within the 75-250 foot zone that the Planning
Commission deems appropriate. Additionally, Staff recommends denial of the hardcover variance and
lake setback variance to allow the patios and structural improvements within the 75 foot zone. Further,
Staff recommends compliance with the City Eng-ineer's comments and requirements prior to placement
on the City Council agenda for approval. Hennepin County approval is also required as noted within the �
Engineer's comment memo. ;
Sharratt stated the issue with the existing home is that it does not meet the average lakeshore setback and
is located approximately 45 feet from the lakeshore. The driveway encroaches to the south and is located
close to the wetlands and lakeshore. They are unalile to construct a basement on the lot and this lot
requires a slab on grade construction due to the close proximity to the lakeshore,which requires that all
the mechanical spaces and storage needs must be located within the house. The proposed setback is now
75 feet from the lakeshore rather than 45 feet. The�,proposed shortest distance from the driveway to the
wetland is 30 feet versus 17 feet, and they are proposing in the southwest corner a rain garden to
accommodate the runoff from the driveway. i
" Sharratt stated the lot consists of slightly more than an acre but the buildable area is rather limited. The
proposed home is 4400 square feet of structural coverage,which is 9.4 percent structural coverage. The
hardcover exceeds the 25 percent limit due to the limitations of the buildable area of the lot and the
setback requirements. '
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Ebertz stated their current home is less than 2000 square feet and only consists of two bedrooms,which is
no longer sufficient for their growing family. In reviewing their options,they have elected to construct a
new residence on the lot,which will greatly improve the appearance of the property from the lake and
help bring the lot more into confornuty. Ebertz noted this house currently is grandfathered in and is
located much closer to the lakeshore than what they are proposing.
Rice inquired whether the shed would be removed."
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MINUTES OF TAE `'
ORONO PLANNING COMNIISSION MEETING
Monday, September 17,2007
6:00 o'clock p.m.
(#07-3315 Donna and Michael Ebertz, Continued) " °
'Ebertz stated the shed is not visible from the lake,is screened on all four sides by trees,and that he stores � �
his yard equipment iri it: Ebertz indicated he would like to retain the shed since.it�dnes provide a very
functional use for storage of his eguipment. -
Kang asked what.rooms are located off of the patios.
Sharratt stated the patio on the south side is off of a study,the patio off of the southeast corner is off of
living space, and the patio in the back is off of the kitchen. Sharratt noted the patios are rather small and
are approximately 10 x 12 or 16.
Acting Chair Berg opened the public hearing at 6:39 p.m.
There were no public comments regarding this application.
Acting Chair Berg closed the public hearing at 6:39 p.m.
Rice stated in her opinion there are some design issues that could be addressed to bring the house further
into compliance.
Kang concurred with Commissioner Rice and that she would like to see the of�ce/study brought more
into conformity.
Sharratt stated they can look at redesigning the house slightly and they can remove the walkway around
the bay as well as square off the bay window. Sharratt asked whether they would be allowed anything on
that setback line. Sharratt noted they were told at a different Planning Commission meeting that they
would not be opposed to an encroachment in that area since it is so well concealed.
Rice commented she understands this is a tough lot but that changes to the design would help bring the
house more into conformance.
Zullo sta.ted she does not find the need for a variance to encroach into the setback given the size of the
house. ,
Berg stated if the walkway was eliminated and the bay window is squared,they would eliminate the
majority of the hardcover in the 0-75 foot zone.
Sharratt pointed out there is a small amount of rip-rap in that area.
Turner noted the patio has a covered roof.
Berg asked if the rip-rap would need to remain.
Curtis stated it would and that calculations from a previous application show there is approximately 134
square feet of hardcover.
Kang stated she does not have a concern with the shed.
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' MINUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday, September 17,2007
6:00 o'clock p.m.
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(#07-3315 Donna and Michael Ebertz, Continued)
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, _ Berg indicated she also does not have a concern with the shed.
Curtis noted the code provides for a lockbox four feet high in the 0-75 foot area and to herrecollection the
shed is in some state of disrepair. - � . '
� Ebertz stated they store their lawnmower, snowmobile, and Weed whacker in the shed.
Kang stated she has reservations about removing the trees in order to straighten the driveway out and that
she might be more in favor of leaving the driveway as is. � �
Zullo stated if the shed is in a state of disrepair, she would not want the shed to be rebuilt, and that
perhaps some space could be allocated for storage of equipment in the four-car garage.
Gaffron asked if the overhangs to the south are encroaching over the 75 foot line. Gaffron noted City
Code allows 1.5 foot overhangs. ' �
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Ebertz indicated they would like their application to,�'move forward as quickly as possible so they are able
to start construction prior to winter. Ebertz noted they are reducing the hardcover in the 0-75 foot zone to
the bare minimum and that he would like to retain the office/study since he does a great deal of work out
of his house. Ebertz stated that area of the house is very well shielded and that their plan allows the house
to be very functiorial.
Berg noted the City's Code dictates what can and cannot be allowed in certain zones.
Zullo sta.ted in her view the office/study could be designed so it does not encroach,but that she would be
in favor of the environmental enhancements to the pr;operty. Zullo stated if the shed is in disrepair, she
would like to see it removed. �
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Sharratt stated they do not have the ability to construi t a basement on this lot and that mechanical type of
equipment is required to be on the first and second floors of the house.
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Berg commented the shed would not complement th�new house.
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Mrs. Ebertz commented that the shed is very well shielded.
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Zullo stated she would prefer the driveway not be reconfigured to reduce the hardcover, and suggested the
size of the rooms be changed to comply with the 75-foot average lakeshore setback. Zullo noted the
Commissioners are giving their personal opinions on what could be done to make the house more
conformity and that it is the choice of the applicant ori what options he would like to pursue.
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Sharratt stated it is not alwa s that eas to redesi �
y y gn a plan and that the revisions do require a fair amount
of work. •'
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Berg recommended the plans comply as much as possible with City Code. Berg stated due to the
revisions that are required,it is probably necessary to table the application.
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NIINUTES OF THE �`
ORONO PLANNING COMMISSION MEETING
Monday, September 17,2007
6:00 o'clock p.m.
(#07-3315 Donna and Michael Ebertz,Continued)
Sharratt inquired whether Staff could review the changes and forward it to the City Council without it �
� coming back to the Planning Commission for their review. '
� Curtis stated it would be up to the discretion of the Planning Commission and whether they would like to
review the changes. �
Ebertz stated they would like to submit the changes to Staff and proceed forward to the City Council.
Gaffron recommended some numerical direction on the hardcover be given to the applicant.
Zullo stated she would like to see the hardcover removed out of the 0-75 foot zone and that slie would not
be opposed to the application proceeding forward to the City Council if the changes to the house are not
major in nature.
Curtis inquired whether the Planning Commission is comfortable with 50.8 percent hardcover in the 75-
250 foot zone.
Berg stated with the exception of the rip-rap,the hardcover could be eliminated in the 0-75 foot zone.
Curtis noted the rip-rap consists of 134 square feet.
Gaffron asked if the encroachments are removed except for the 134 square feet in the 0-75 foot zone,
would the applicants be able to add that back into the 75-250 foot zone.
It was the consensus of the Planning Commission that any hardcover removed from the 0-75 foot zone
not be added back into the 75-250 foot zone.
Sharratt noted they are proposing 9.4 percent structural coverage, and if this was a normal lot,they would
be under the hardcover limit. �
Berg noted the walkway could also be removed, which would help to reduce the hardcover. Berg stated
� the patio in the back could be reduced or the size of the house reduced.
Sharratt stated they are permitted 7000 square feet sixuctural coverage and they are proposing 4400 square
feet of structural coverage. Shanatt stated the nature of a variance is to accommodate unusual lots and
that in his opinion this is an unusual lot given the lagoon and the large impasse zone on two sides of the
property. ,
Zullo stated when a person purchases a piece of property,they need to be aware that there are limits on
what can be placed on the property.
Kang sta.ted she is comfortable with the hardcover in the 75-250 foot zone remaining at the proposed
level.
Rice stated she would like the hardcover reduced.
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' MINUTES OF THE
ORONO PLANIVING COMMISSION MEETING
Monday,September 17,2007
6:00 0{clock p.m.
(#07-3315 Donna and Michael Ebertz, Continue`d)
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Kang moved,Zullo seconded,to recommend approval of Application#07-3315, 1220 Tonkawa
Road,based upon the requirement that the hardcover in the 0-75 foot zone only consist of the 134
� square feet of existing rip-rap,that the hardcover'in the 75-250 foot zone not exceed what is .
currently proposed at 50:8 percent, and that the applicant,meet the recommendations of the City
Engineer. VOTE: Ayes 3,Nays 1,Rice opposed:
Rice stated she would like to see the hardcover reduced further in the 75-250 foot zone.
6. #07-3316 MARC ASHTON WITH JOHN;TERRANCE HOMES,LCC, ON BEHALF OF
MITCH COOK OF CENTRAL BANK AND LARRY PALM OF LGL REAL ESTATE
INVESTMENTS,7:10 P.M.—8:20 P.M.
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Todd Mohagen,John Terrance Homes, and Larry Pal�nn,LGL Real Estate,were present.
Curtis stated the applicants are requesting approval of a commercial site plan and preliminary plat, as well
as rezoning from RR-1B to R-6 PUD. The pertinent�issues regarding this application are outlined in the
Planner's Report. Staff would like the applicant to co"mment on their application since they have recently . .
submitted some information in response to Staff's report but Staff has not had an opportunity to review
the information. • �
The parcel is the undeveloped parcel of Stone Bay Outlot A, located at the northwest corner of the
intersection of Wayzata Boulevard and Willow Drive.�The property is zoned RR-1B and guided B6,
Highway Commercial PUD,which allows office uses with minor retail arid service uses allowed as
accessory uses to an office use. The proposed bank wi'th a drive-up facility/office building are consistent
with this designation. �
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The Planning Commission should address the issues noted in the summary of issues for discussion and
determine whether there are specific elements that need revision and further Planning Commission review
before forwarding this to City Council. Curtis noted the City Engineer also has not had a chance to
review the revisions. ;�.
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� Mohagen commented their overall plan works well with the area and is similar to what was previously
approved by the City for this site. Being proposed are two 2-story, 20,000 square foot office buildings
without a retail component. Staff's report did point out some errors in their plan associated with the
parking stalls,which are depicted at 18.5 feet,and Orono's Code requires 20.9 feet. Mohagen indicated
they have submitted two plans showing the two different size parking lots.
Curtis stated it would benefit the Planning Commission if they were given an overview of what they are �
proposing since many of them were not part of the other proposals for this site.
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Mohagen displayed an overhead depicting their proposal'and the layout of the site. Mohagen indicated
that visibility and a sensitivity toward the amount of parlpng were two issues that were taken into
consideration and that they have attempted to break the parking up into smaller areas. Mohagen
distributed a 3D illustration of the site looking from the east and from the west.
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MINUTES OF THE '
ORONO PLANNING COMIVIISSION MEETING
Monday,September 17,2007
6:00 o'clock p.m.
. (#07-3316 Marc Ashton with John Terrance Homes, Continued) �
Mohagen stated the property owners would like the buildings to be visible from Highway 12 but yet they
are aware of the need to minimize the parking. Berms and plantings are proposed for around the site.
_The arrangement of the buildings has the bank set back toward the rear of the site,with the other building
being located closer to the front of the lot. The remaining space located in the bank building would be
leased to various smaller tenants. The second floor consists of 10,000 square foot, which could
accommodate a larger tenant. The second building is very similar to the first building and could be for
one tenant or multiple tenants.
Mohagen stated the majority of the traffic would come in off of Kelley Parkway.
Berg asked if this is right in/right out.
Mohagen stated from the north off of Willow you would have a right-in and that the median prevents a
U-turn. Mohagen stated this proposed bank building is designed similar to the bank that was designed for
Central Bank in St.Michael and allows for offices 11 feet wide or bigger.
Mohagen displayed the materials they are proposing for the site. Both buildings would be constructed out
. _ of the same materials,with the base of the building having a limestone look with red brick above. The
proposed materials would be long-lasting and building design would not allow the building to become
dated. Both buildings would be two-story,with a maximum of 30 feet in height. Both buildings are
designed to have a central mechanical unit,which would not be visible from the road. The building on
the west would overlook the pond,with the entrance facing Willow and Kelley.
Mohagen stated they would prefer the 9' x 18' parking stalls rather than the City's 9' x 20'requirement .
around the perimeter of the parking lot,which would help to reduce the hardcover. They are willing to
work with City Staff on the landscaping of the lot and the placement of the shrubs as well as �
incorporating rain gardens onto the site. Staff has recommended that the pedestrian circle path be
removed and they are agreeable to removing that. As it relates to stacking with the drive-through,
Mohagen indicated in their experience the per hour access to the drive-through would amount to
approximately one car every ten minutes at peak time. Mohagen noted this is a largely commercial bank,
and with online banking,it would not generate a great deal of traffic except for around 2:00.
Matt Swenson,Landform,addressed the Planning Commission regarding the two alternate site plans
being proposed for this site. Alternate Site Plan A depicts the 9' x 18' stalls around the perimeter of the
site and Alternate Site Plan B depicts the 9 x 20'parking stalls. They would request they be allowed to
consiruct the sta.11s at 9' x 18'. The upper northwest corner of the west building has been shifted south to
accommodate the 45-foot setback,which brings the plan into compliance with the setbacks.
Swenson stated as it relates to the rain gardens,the Minnehaha Watershed District has requested that
some rain gardens be incorporated into the design and they are willing to work with Staff to accomplish
that.
Mohagen stated the trash enclosure would be constructed out of brick and that the location of the trash
enclosure is near the entrance to the site. Mohagen stated it might require a variance for the trash
enclosure to be located in another location near the center,and if the Planning Commission would prefer a
PAGE 10
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, �
` 1VIINUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday,September 17,2007
6:00 ol�clock p.m.
,�
(#07-3316 Marc Ashton with John Terrance Homes, Continued)
�
different location,they would prefer not to place the trash structure next to the building. The lighting
� under the drive-through is proposed as canopy lighting, which would be a cut-off fixture that would be
flush flat with the canopy. Mohagen distributed information on the lighting to the Commissioners.
,
C
Turner requested the applicant cover the loading dock. -
, �
Mohagen indicated the tenants of the two buildings would primarily be professional and that there would
be some limited deliveries by UPS or Federal Express. Mohagen stated there is no berth proposed for a
semi-trailer and that a loading dock really is not required for this type of usage. Mohagen requested that
the loading dock not be a requirement. �
i
Berg asked what the lighting would be in the parking lot and whether it is included in the information that
they have received. �
�
Curtis stated it is included and the lighting propose�for the parking lot is acceptable to Staff.
t
Acting Chair Berg opened the public hearing at 7:3;3 p.m.
I
There were no public comments regarding this application. .
Acting Chair Berg closed the public hearing at 7:33 p.m.
Kang recommended there not be excessive lighting near the residential area in the northwest corner.
Mohagen stated the building lighting is recessed down.
. �i
Zullo stated she would prefer to see less parlcing given the fact that the use is more commercial rather
than retail. Zullo inquired whether the parking needs have been examined by Staff for this proposal.
s
,�
Gaffron stated the City has allowed a reduction in the number of parking spaces based on the use and
went to 3.5 stalls per 1000 square feet rather than fve.
�� .
Mohagen stated the normal standard is one per 200i in other cities and that the tenants of this nature prefer
ample parking. Mohagen stated the City's ordinance is very adequate,but from a marketing standpoint,
the tenants would like 1 stall per 200 feet. ?� .
� .
_
Zullo stated in her view the space coming into the drive-through is too tight,especially with the trash
enclosure also being located in that area. Zullo suggested the trash enclosure be moved further south.
Zullo noted the exit onto Willow Drive is also narrow and should perhaps be relocated further south.
i
Mohagen stated the further south they move the access onto Willow Drive,the more congestion they
would encounter from the intersection of Highway,�12. �
Turner stated the access point off of Willow Drive Should be located a sufficient distance from the
intersection and that the location of the driveway is pretty much limited to this location. •
�
F
`�
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PAGE 11
. .�
MINUTES OF THE �'
ORONO PLANNING COMIVIISSION MEETING
� Monday,September 17,2007
6:00 o'clock p.m.
(#07-3316 Marc Ashton with John Terrance Homes, Continued)
Mohagen stated they can relocate the trash enclosure inside the building but that in his opinion the
proposed location is a good spot for the structure.Mohagen pointed out they would not have individual
mechanical space for each tenant but rather a central mechanical room for each building. The anticipated
minimum tenant area would be 1200 squaxe feet,with the maximum being 10,000 square feet.
Zullo inquired whether there is a minimum on the amount of square footage for the tenants.
Mohagen stated there is not and that the building is designed to offer some flexibility for tenants.
Rice inquired whether Staff would like the application tabled.
Curtis stated Staff has not had a sufficient opportunity to review the plans,but if the Planning
Commission is comfortable with what is being proposed, Staff could conduct that review prior to bringing
the application forward to the Council.
Mohagen requested the application be moved forward to the City Council and that there could be
stipulations stated in an approval by the Planning Commission to allow for that review by Staff.
Mohagen noted that hardcover is not an issue on this property and that the stacldng issue could be dealt
. with by the submittal of a report and reviewed by Staff.
Berg inquired whether the rain gardens would be incorporated.
Turner pointed out an issue with the height of the building is the entry feature on one of the buildings
could be considered an atrium and that the Planning Commission would need to address whether that
would be acceptable since it exceeds the City's height ordinance. Turner stated the language allows for a
dome. . .
Zullo stated in her view the building requires something over the entrance to make it more visually
appealing.
Tuxner stated the entrance on the bank building should be addressed by the Commission as well as the
location of the trash enclosures. Turner stated Staff did walk the site earlier this afternoon but they were
not able to find a suitable alternate location for the trash enclosure. .
Zullo asked whether the buildings would meet the City's architectural guidelines if they have the section
over the entrance.
Turner stated they would require a variance because there is nothing in the City Code for that type of
architectural feature on a building.
Curtis stated the Code allows for church spires,belfries, cupolas and domes which do not contain useable
space,monuments,water and fire towers, observation towers, flag poles, chimneys, smoke stacks,parapet
walls extending not more than three feet from the height of the building, cooling towers and elevators.
Mohagen stated they are attempting to give the building a sense of eniry with the feature over the
entrance.
� PAGE 12
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� MINUT,ES OF THE
ORONO PLANNING;COMMISSION MEETING
Monday, September 17,2007
6:00 o!'clock p.m.
�
(#07-3316 Marc Ashton with John Terrance Homes, Continued) -
�+
Turner stated the expectation of Staff on the landscape plan is that there would be an increase in the
amount of plant materials and to specifically provide screening of the parking lot. In addition,the revised �
site plan depicts larger parking stalls,with the setbacks being reduced. The setbacks are still compliant
' but the Planning Commission may want to determine whether the areas that have been reduced are
appropriate. .
Zullo stated given the size of the site,there does not appear to be a lot of landscaping in certain areas.
Zullo expressed a concern that the landscaping in the islands and other areas would not be maintained and
that there is an excessive amount of asphalt.
Mohagen stated Staff did recommend removal of the sod from the islands and replacing it with rock,
which they are agreeable to. Mohagen stated they`would prefer to work with Staff and the landscape
engineer on the landscaping issues. , .
� .
Turner stated the number of plants would need to be modified and that Staff would like some direction on
where the Planning Commission would like to see°more green space.
:►
,
Zullo stated she would like Staff to take into consideration the excessive amount of asphalt in certain
areas and that in her opinion the two-inch diameter tree is rather small. . .
�
s
Turner stated the two-inch diameter is a standard tree and that the price goes up considerably with the
larger trees. Turner indicated the smaller trees terid to grow at a faster pace than the larger trees and that
Staff is recommending the parking lot be screened from the road. Turner pointed out there is no room for
a berm along Willow.
r
�
Mohagen pointed out there is berming located along Highway 12 and that from the road you are not able
to see the parldng lot.
. ��.
Berg stated it does not appear the Plannmg Commission has any issues with the proposed lot size. As it
concerns the building setbacks and height,the applicant is in conformance except for the entrance on the
one building. Berg inquired whether the locatiori�of the trash enclosures are satisfactory. �
Turner stated Staff could not determine a better location for the trash enclosures. _
,
Berg noted there is an issue with the parking spac�dimensions.
Mohagen stated they would like the parking stalls to be 9' x 18' around the perimeter of the site to reduce
hardcover,with the remaining stalls being 9' x 20,'.
a
Berg stated the City Engineer would need to revi Nw the parking to deternune whether the proposed
parking is adequate. The drive-up bank building and stacking would also require review.by the City
Engineer and that there does not appear to be a need for a loading dock.
'I ,
� .
Gaffron stated he would like to hear from the engineers on how they interpret the comments from
Mn/DOT in terms of needing to provide storage or rate control and water quality control on site. In
previous applications for this site, Staff had concluded that the large storm water pond to the west
;�
�
PAGE 13
'
MINUTES OF THE �'
ORONO PLANNING COMMISSION MEETING
Monday,September 17,2007
6:00 o'clock p.m.
(#07-3316 Marc Ashton with John Terrance Homes, Continued) �
provides all of the rate control and water quality control for this site. Gaffron stated rain gardens have not
. been mentioned in other previous applications and that he questions whether they are necessary in this
case and what value they would add to the site. .
Mohagen stated they are willing to construct rain gardens if they are required.
Turner noted the rain gardens are proposed to be five to seven feet deep,which Staff does not feel would
be attxactive.
Zullo inquired where the water is being directed to from the parking lot. .
Mohagen stated the water is being diverted into piping and would go into the storm water pond:Mohagen
stated they would like to hear the comments of the City Engineer on the rain gardens.
Swenson stated Mn/DOT is pushing the rain gardens for better onsite water control and that in smaller
rain storms the water would not go into the rain gardens but would go directly into piping. The rain
gardens also help reduce the runoff into the storm water pond. Swenson noted the ponds would likely be
dry the majority of the time.
Gaffron inquired about the maintenance of the rain gardens.
Swenson stated maintenance of rain gardens is still a relatively new field but that the maj ority of the
sediment would be captured before it goes into the rain garden. �
Mohagen stated the rain gardens are a technical issue that could be resolved between their engineer and
the City's eng-ineer. Mohagen noted the rain gardens axe a recommendation of Mn/DOT and not of the
City and would not be resolved by any discussion on that issue tonight.
Gaffron indicated as the parking stalls get closer to code, one of the places that would be impacted is the
southeast parking lot buffer along Willow. Gaffron stated on the Otten lot there is approximately 22 feet
of green space between the parking lot and the curb,which narrows down to 18 feet near the entrance. In
the front,there is approximately 40 feet of green space, which is rather substantial and was required by
Mn/DOT. The McDonald's site contains approximately 38 feet of green space from the shoulder line and
parking stalls. Gaffron noted the plan does exceed the 25 percent the City requires for green space and
that he would like to leave the buffer areas intact as much as possible.
Mohagen stated they would be willing to reduce the green space between the parlcing lots.
Gaffron stated in prior plans for the southeast corner of the property they have seen a landscape feature
that was intended to be the entrance into the Stone Bay complex, which is not part of this plan.
Mohagen stated if they do not have a rain garden in the middle, they would propose a sidewalk and then
move the seating area in between the two buildings.
Berg stated she concurs with Mr. Gaffron and that she would like to see some more green space on that
corner of Willow and less parking. .
PAGE 14
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� 1
�
�
' NIII�TUTES OF THE
ORONO PLANNING COMIVIISSION MEETING
Monday,September 17,2007
6:00 0�clock p.m.
. ,
:I �o
(#07-3316 Marc Ashton with John Terrance Homes, Continued)
{ •
i
Gaffron stated ultimately there will be sidewalks ori both sides of Highway 12 and that a connection
should be provided to the east as well. ' .
Mohagen inquired how they can reduce the amount.of asphalt.
f
Berg sta.ted that would be something that Staff should perhaps address.
Gaffron stated in his opinion there is not too much asphalt for the site and given that it is a PUD,there is
some leeway on the amount of parlcing. Gaffron stated one or two parking stalls being removed would
not add much to the site in the way of green space and that the site currently does comply with the City's
requirements on green space. .
i
Zullo stated she would like to see the circular green�space remain. ,,,,
It was the consensus of the Planning Commission that the proposed materials for the two buildings are
acceptable. �
Y
4
Kang inquired whether the site would need to be rezoned.
Gaffron stated the Planning Commission is looking at concept plan approval tonight,which would have a
concept approval resolution adopted by the City Council. At the saine time,the Planning Commission
has also looked at the preliminary plat and the rezoning to B-6. If the Council approves the preliminary
plat,the rezoning would also be approved at the same time. Gaffron stated typically these types of
applications appear before the Planning Corrunission a second time after concept plan approval is given
by the City Council once the plans have become more finalized. Gaffron stated a PUD requires a �
resolution by the City Council on the concept plan and a resolution by the City Council on the final plat.
;� .
Gaffron inquired whether the Planning Commission is satisfied with their review tonight and whether
they would like to review it again. `�
;
It was the consensus of the Planning Commission that they are fine with reviewing the application just the
one time.
Zullo moved,Kang seconded,to recommend approval of Application#07-3316,Marc Ashton with
John Terrance Homes,LLC,on behalf of Mitch Cook of Central Bank and Larry Palm of LGL
Real Estate Investments,for commercial site plan;review and preliminary plat, rezoning from RR-
1B to B-6,PUD,with the understanding that the Planning Commission has concluded that it does
not need to see this application again at the general development plan stage unless the City Council
or Staff recommends that the Planning Commission review it: VOTE: Ayes 4,Nays 0.
;
(Recess taken at 8:20 p.m.—8:28 p.m.)
- �
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PAGE 15
i
k
MINUTES OF THE '
ORONO PLANNING COMIVIISSION MEETING
Monday,September 17,2007
6:00 o'clock p.m.
7. #07-3318 ANDERS HOLM ON BEHALF OF STEPHEN OTTO,2185 WATERTOWN
ROAD,VARIANCE,8:28 P.M.—8:50 P.M.
Anders Holm,Architect, and Stephen Otto,Applicant, were present.
Turner stated the applicant is requesting a setback variance to construct an addition to the house as close
as 20 feet from the south property line when a 50-foot setback is required. The original house was -.
constructed in approximately 1920. In 1997, a section of the house was removed and replaced by an
attached garage and mudroom, a three-season porch,and a two-story area containing two bedrooms
upstairs and a kitchen/dining room,entry and den downstairs. The remaining section of the house was
converted to a great room and master bedroom with a craft room in the half-story above.
The proposed two-story addition has a 20-foot setback and would contain a family room on the first floor
and a master suite on the second level. The existing master bedroom would be converted to a library.
The existing house sits at an angle to the rear property line. The southeast corner of the house is about 70
feet from this properly line,with the southwest corner being 35.4 feet. The northwest corner is
approximately 53 feet from the property line. The proposed addition would be 18 feet wide and 38 feet
long.
Turner requested the Planning Commission discuss the following issues: . .
1. Would not having the larger master suite and family room be an undue hardship and is it required
to make reasonable use of the property.
2. Is the addition the appropriate size or should it be smaller.
3. Could the addition be placed in a conforming location or a more conforming location. The
minimum setback to the septic.
If the Commission determines the addition is appropriate and necessary,Planning Staff recommends
approval of a setback variance to allow the addition with a 3.5 foot offset conditioned on maintenance of
the wooded area along the south property line through a conservation easement.
Holm indicated they did look at a number of options for adding on to the house,with their options being
limited due to the impact on the view from the house,the location of an old septic site, and the setbacks to
the south and east. There is some question regarding which side is the front side of the property and that
the survey shows the south side of the property as the back. Holm stated it is debatable whether a 50-foot
setback is required for the south side.
The property owner is requesting an eight-foot offset for the addition,which has to do with access to
walkways and the ability to have a view.
Berg inquired what the size of the addition is. �
Holm stated it is 18' x 30' and would consist of 1,938 square feet. Holm commented the addition would
help bring the house up to the standards of the neighborhood.
PAGE 16
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• {
!Y
" MINUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday,September 17,2007
6:00 0'�lock p.m.
,�
(#07-3318 Anders Holm,continued) !
I
Berg opened the public hearing at 8:37 p.m. �
t
There were no public comments concerning this application.
Berg closed the public hearing at 8:37 p.m. `
. �
Zullo inquired what the distance is between the existing septic tank and the proposed addition.
Turner stated they are at 12 and it could be 10 feet. Turner noted those locations were confirmed in the
field this week. R
i
Holm stated the south property line is fairly wooded and would help to screen the addition.
�
Otto indicated the trees along the south properly line are mainly pine trees that were planted
approximately 15 years aga `�
Zullo inquired what property the trees are on.
,k
Otto stated there was not a survey performed at the time his parents purchased the property back in the
1950s and that there is some misunderstanding about where the exact property lines are. The nursery that
was adjoining this lot at one time constructed a fence tliat they had assumed was along the property line.
Otto stated the trees may or may not be on his property;and that the shed is located partially on the other
. property. .
Holm noted the shed has been relocated to be entirely on Mr. Otto's properiy.
�
M
Turner stated the survey was done at the time the other addition was constructed,but it does depict the
accurate location of the house. s
�1
t
1
Zullo inquired whether the trees would be maintained in:,the years to come. .
_, �
Otto stated they would be,with evergreen trees being added to the south and to the west.
I
Zullo inquired whether the addition could be relocated back two feet.
�
Otto stated if the addition is moved further back,it would block the view from the house of people
approaching the residence. Otto indicated the addition is;required to accommodate a larger family.
Holm commented the angle of the house on the property also limits their options on the location of the
addition. �
.�
Kang stated she is having a difficult time understanding what the hardship is but that she understands the
rationale of the applicant. �
:�
Berg asked whether the addition should be reduced. '�
�
'.�
PAGE 17,!
MINUTES OF THE '
ORONO PLANIVING COMMISSION MEETING
Monday,September 17,2007
6:00 o'clock p.m.
(#07-3318 Anders Holm,Continued) .
,
� Kang commented there does not appear to be another location for the addition. ,
Holm pointed out the basement on this home is rather shallow and is not able to be converted into living
space,with the head room in the location of the beams being approximately six feet. Holm stated the
other neighboring properties have a big gathering room that they can utilize,which is what they would
like to add to this residence. �
Zullo inquired whether there were any comments received from the neighbors.
Berg noted that letters were received from Jill Cornell, 2145 Watertown Road; Lana Shaughnessy, 2150
Colin Drive; Thomas Major, 2200 Devin Lane;Robert and Monica Kantor,2165 Watertown Road,all in
support of the addition. [These letters were actually an aclrnowledgement of having reviewed the plans.]
Holm stated it is likely that the only neighbors who would be able to have a view of the addition would be
the Shaughnesseys.
Zullo indicated she is not opposed to the addition. '
Berg moved,Zullo seconded,to recommend approval of Application.#07-3318,Anders Holm on
behalf of Stephen Otto,2185 Watertown Road,granting of a setback variance,with verification
that the shed is located entirely on Otto's property, and subject to the condition that the existing
trees along the south property line are protected under a conservation easement. VOTE: Ayes 3,
Nays l,Kang opposed.
8. #07-3312 GARY DeSANTIS, 80 WEAR LANE NORTH,SKETCH PLAN REVIEW
Gary DeSantis,Applicant, and Mark Crronberg, Surveyor,were present.
Curtis stated this is a sketch plan review for a two lot residential plat of property within the RR-1B
District,which requires two acres of dry buildable area and 200 feet of width per lot. The proposal
consists of the division of one existing five acre parcel resulting into two 2 plus acre parcels. A lot width
variance would be required for each of the newly created lots as the"parent"lot is at the end of a cul-de-
sac and does not meet the 200-foot width requirement at the road,therefore the resulting"child"lots
would be significantly substandard in width.
The property is guided for single-family residential use at a density of one unit per two dry buildable
acres. The proposed plat is intended to ultimately conform to this use. The property is not located within
the MUSA and is intended to be served with septic systems and private wells.
In 1993,the front lot/back lot standards were created to address situations like what is being proposed
tonight. The Planning Commission should carefully review the back lot standards and consider whether
the lot width variance is supported, if this is really a front/back lot situation,or neither.
. PAGE 18
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� 1VIIl�TUTES OF THE
,
ORONO PLANIVING COMMISSION MEETING .
Monday,September 17,2007
6:00 o'clock p.m.
,
;
(#07-3312 Gary DeSantis,Continued) � ;
The Planning Commission should consider whether the significantly substandard lot width impacts the
ability to correctly subdivide this parcel. The goal of'this review is to provide the developer with an
overview of the pertinent City ordinances and how they affect the proposed plat. '
Gronberg stated he has been involved in a number of applications before the City of Orono involving
setback variances being routinely granted on cul-de-sacs,including Shadow Wood Farm,Meadow Wood
Pond,Old Crystal Bay Road 2nd Addition,plus numerous other properties located at the end of cul-de-
sacs. . ' -
;
x
Gaffron indicated that is correct.
.
Jl
Gronberg inquired whether paving the entire road from Watertown Road into the cul-de-sac is necessary.
DeSantis indicated it is considered a private road at the p esent time and asked whether it would still be
considered a private road once it is paved. �i
.t
Berg stated it would still be considered a private road.
Curtis stated the road would be maintained as a private roadway with underlying city/public easements
for utilities.
Gaffron stated in approximately 1984,there was a three lot�subdivision created and the cul-de-sac ended
between the second and third lots. At the time Wear Lane was created, other lots were being created at
approximately the same time, and there was not a requirement that the roads be paved. Since the 1980's,
, the City has required that every private road be paved. Gaffron noted if this had been a four lot
subdivision from the inception,the cul-de-sac would have been laid out differently. If that subdivision
were done today,there would not enough acreage for the relocated cul-de-sac, and one or both lots would
not have enough land to meet the two-acre minimum. � • .
In 1994,the City's Code was changed to address situations where someone has a narrow corridor that
accesses a home that essentially sits behind another house. The City allowed a road to go to that lot and
established standards for a back lot that are difficult to meet in this case. One of the criteria is that the lot
should consist of three acres and that the setbacks from the back lot should be 150 percent of the setback
requirements for that zoning district. With this type of front/ba'ck lot situation,there is not sufficient
acreage because the 30-foot corridor is not included in that calculation, and the north line of the south lot
becomes functionally the front lot line. Gaffron indicated the only way to make this situation work is to
create a layout that would have some fairly strange lots and that technically the 200 feet of lot width has
to be met at the rear of the front yard and that a variance would be necessary.
Gaffron noted the septic sites would have to be approved and the°wetland delineation must be approved
prior to the City accepting it. Gaffron noted the City's wetland buffer requirement is being met.
Gaffron stated if the Planning Commission is comfortable with granting width variances,there should be
separation between the house sites that matches the goals for the two-acre zone. Gaffron stated it is a
strange layout given the situation with the cul-de-sac,but that it is not that unusual.
� PAGE 19 �
MINUTES OF THE '
ORONO PLANNING COMIVIISSION MEETING
Monday,September 17,2007
6:00 o'clock p.m.
(#07-3312 Gary DeSantis, Continued)
DeSantis stated the proposed use appears to be in conformity with the CMP.
, Gaffron stated it does conform with the City's Comprehensive Plan, and that to meet the two-acre
requirement,the pieces of dry land have to go with the piece to the north and it must be contiguous.
DeSantis stated over the past five years the area has also been relatively dry.
Gaffron stated the Watershed District would need to review the report and make their determination on
the amount of wetlands this site contains.
Zullo stated she does not have a concern with sharing the two driveways but that she does have a concern
that the driveway serving four houses is gravel. Zullo inquired whether the City would require the
driveway to be upgraded to asphalt.
Gaffron stated the City requires that private roads have a 24-foot width and an 80 foot paved cul-de-sac,
and that by adding a fourth house,it would trigger the requirement that the road be paved. In the past the
Council has allowed end lots of long subdivision roads to remain gravel for a portion of it. Gaffron asked
whether the driveway is in one person's name. '
DeSantis stated he is unsure.
Gaffron stated Staff is not sure that this road would connect anywhere else.
Zullo stated it appeazs from Exhibit C that there is not a house on one of the lots.
Curtis noted that is an aerial photo from 2000 and that there is currently a house on the lot. .
Rice questioned why the City would have approved the lot layout originally.
Gaffron stated it has to do with the topography and other site characteristics. Gaffron stated originally
the two back lots were created with two separate access points off two separate roads. Gaffron stated this
type of subdivision is not unusual for the City but that the configuration of the lots is somewhat unique.
Zullo indicated she would like to see the road meet the City's standards for the number of homes that
would be served.
Berg commented the paving of the road could be a requirement of approval: Berg inquired whether there
is a homeowner's association. �
DeSantis stated currently there is not and that he presently does the maintaining of the road.
Berg stated it appears likely that the road would need to be paved if the subdivision is approved.
Kang indicated she would support the application but would like to see the road blacktopped.
Zullo recommended the wetland survey be completed to verify the amount of dry buildable land.
PAGE 20
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, �I
MINUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday, September 17,2007
6:00 o'clock p.m.
(#07-3312 Gary DeSantis,Continued) �
, 4
�
Gaffron stated setback variances would not be necessary but a variance to the lot width requirement
would be necessary. Gaffron noted Lot 1 is approximately 50 to 60 feet wide and would require 200 feet
in lot width, and Lot 2 is 120 or 130 feet in width and would also require 200 feet in lot width.
Rice questioned why the City would approve something so substandard if they have lot width
requirements. �
�
Zullo stated the ordinance probably relates more to new developments.
Curtis noted this is a two-acre zone. :�
�
Berg stated the applicants is unable to split these lots without variances and that the Planning Commission
is basically giving some direction to the applicant on whether they feel what they are proposing would be
acceptable. - � -
Gaffron stated as long as you have two acres and the house meets the setback requirements,the lot width
would not be as critical in that type of situation as in other situations.
. y
Gronberg stated a driveway could also be run on the northerly lot on the north side and a house
consiructed further to the east. �
Berg commented she is not opposed to the strangely configured lots.
Zullo stated she would like the driveway and cul-de-sac blacktopped,with a survey being conducted to
verify the buildable area. � �
The Planning Commission took no formal action on this application.
. =�
PLANNING COMIVIISSION COMMENTS "
9. REPORT OF PLANNING COMMISSION REPRESENTATIVES ATTENDING
COUNCIL MEETINGS AUGUST 27,2007,AND SEPTEMBER 10,2007
.�
Rice reported on the September 10�'City Council meeting,n`'oting that the Marzan application was
approved with a smaller landing. The George Sticlrney application was denied at 27 percent hardcover.
The development at 875 Wayzata Boulevard was tabled but would likely be approved at the next council
• meeting.
fi
Gaffron stated the City is still working on an agreement with the City of Wayzata on the sewer and water
for the 875 Wayzata Boulevard application.
Gaffron stated for the October 3'�work session of the Planning Commission he would like to discuss the
City's policy for hardcover and different items that should be codified.
�
PAGE 21 '
MINUTES OF THE '
ORONO PLANNING COMMISSION MEETING
Monday,September 17,2007
6:00 o'clock p.m.
• 10. OTHER ISSUES FOR DISCUSSION
None
11. SELECTION OF REPRESENTATIVES TO ATTEND CITY COUNCIL MEETINGS ON
SEPTEMBER 24,2007,AND OCTOBER 8,2008
September 24—Kang
October 8 -Zullo
ADJOURNMENT
Zullo moved,Kang seconded,to adjourn the Planning Commission meeting at 9:26 p.m. �
VOTE: Ayes 4,Nays 0.
. Janice Berg,Acting Chair
PAGE 22
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Date Application Received: 9/18/07 ;�
Date Application Considered as Complete: 9/18/07
60-Day Review Period Expires: 11/17/07 ��
F
To: Chair Kempf and Planning;Commission Members
Ron Moorse, City Administrator `
�
From: Evelyn Turner, City Planner � �
Date: October 15, 2007 � �
Subject: #07-3319 Thomas and Erin Kieley, 1995 Fox Ridge Road
- Setback Variance �
-Public Hearing �
r �
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Zoning District: RR-1B (2 acres) i
Lot Area: 1.02 acre
Lot Width: 156 feet �
,
Application Summary: The owners request a setback vaxiance to construct an open
orch over the front door with a 48 foot'"setback when a 50 foot setback is re uired.
Staff Recommendation: Planning Depa`rtment Staff recommends approva.l. �
� _ .
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Pertinent Zoning Ordinance Sections ;�
78-420(b) Setbacks for RR-1B zoning district .
Y
List of Exhibits ;
A. Application ,r
B. Hardship Documentation Form �
C. Area Map . ,;
D. Site Plan
E. Building Plans �
Background �
This house was constructed in 1968. It i,s two stories with an attached two car garage that is
being expanded by a third stall and workshop. Along with the garage addition the owners are
adding detailing to the front fa�ade of the house. Currently the front door is sheltered only
the second-story overhang. They proposed to add a four foot by 13 foot open porch over the
front door. (
--------------------------------------�-----------------------------------------------
LOT ANALYSIS WORSHEET ;�
�
Lot Area/Width• �I
Re uired Actual
Lot Area 2 acres 11 1.02 acre
. Lot Width 200 feet �� 156 feet
a�
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FILE 07-3319 .�
October 15,2007
Page 2 of 2
Structural Covera�e: �
Allowed Existing Proposed
� 6,665 s.f. 15.00% 2,698 s.f. 6.01% 2,750 s.f. 6.19%
--------------------------------------------------------------------------------------
Setback Variance
The house has a setback from Fox Ridge Road of 52 feet plus or minus six inches at its
closest point. The required setback is 50 feet. The porch would extend two feet into the
setback. (The survey will be updated before the resolution is prepared to provide a precise '
measurement of the porch setback.) �
Hardship Statement
Applicant has completed the Hardship Documentation Form attached as Exhibit B, and
should be asked for additional testimony regarding the application.
Hardship Analysis �
In coi:sidering applications for variance,t/ie Planning Commission sltall consider tl:e effect of t/ie proposed
variance upon t1:e/tealt/t, safety and welfare of t/ie community, existing and anticipated traffic conditions,
� ligl:t and air, danger of fire, risk to tlee public safery, and tl:e effect on values of property in t/:e surrounding
� area. The Planning Commission s1:a11 consider recommending approval for variances from tlie literal
provisions of tlie Zoning Code in instances wl:ere tl:eir strict enforcement would cause undue /iardsltip
because of circumstances unique to tl:e individual property under consideration, and shall recommend
approval only wl:en it is demonstrated t/eat sucl: actio�:s will be in keeping witl: t/re spirit and intent of tlie
� - Orono Zoning Code. ' '
Issues for Consideration
Nearly all the houses on Fox Ridge Road are of a similar "colonial" design. The proposed
. porch will complement those houses. .
Are there any other issues or concerns with this application?
Staff Recommendation .
Planning Staff recommends approval.
�
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�, ��`y �� O r•0 n� PC Exhibit A
Variance '�A Iication �
. pp
Street Address: �i � Application# � '—]— 33� Q
�Q� � 2750 Kelley Parkway �� Date Received:�`"�_(�_ p� �
O O Orono, MN 55356 !� Amount Paid: (�,�oU
Staff: FVP I �l/�—��r c�pJl
Main: 952-249-4600 � Fee: $600
fax: 952-249-4616 ,t
�� ��i4 Mailing Address: � I . . Renewal: $300
�`�k o��' P.O. Box 66 �� After-the-fact: $1,200 Double Fee
�H . Crystal Bay, MN 55323-0066 ,
; .
This application form must be completed in full. Appl,icant will be notified within 15 days as to the status of the
application. Incomplete applications will not be;placed on Planning Commission Agendas. .
, �
PROPERTY INFORMATION: �`
i�
Site Address ��q 5 �� x �.';d� e, ��
Property Identification Number (PIN): v� �i `� �� - 23 - 13 -oo0 5
(Attach legal description to application if not included on the survey.)
Date Property Acquired (month/year): S o 7� ❑ Yes, I own the adjacent parcels.
Present use of property: �' Residential ❑ O�her , ' �
Zoning District: �,(�. �, j�
,i
APPLICANT INFORMATIORl: (Complete legal names and marital status required for each interested party)
Name: �� o M a S 7 I��ele�, ;
Phone (home). ���1 Z �QQ_;�oo2 � Phone (work): � I Z -��yq.� �� Z
Complete Address: 1 q q � F o X (�.���, � yL d p r� ,,.,o �,.ti�,, ; y S T S6
Email: �-��� � C'qsa►esinc- Co� � Fax: � 6?- K�9 -3o�I
. OWNER INFORMATION: (Complete legal names and marital status required for each interested party)
Name: ��r '�^ r-� . K'�P�I�e� (���r%;c.3 � �
Phone (home). _ b t Z_86 7. .-?f o Z� �! Phone (work): � �/Z _,���_ 7 0 7� -
Complete Address: s,,�,,,..`. !� .
Email: ���.., K��ef cti � �-9 �,00 . Co,,-� l Fax: �
��.
DESCRIPTION O.F REQUEST: � #� Estimated Project Cost: $ ��d ,°�
Describe the request in detail (attach additional sheets if necessary): �
_ .�a� ('d�r;c� � ;F-�o:. Fi'o�;�' sPo�. s�eP s �i' �orrl� ;•• f��.,t
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REQUIRED SUBMITTALS: ��
All of the following information must be submitted by the application deadline date in order for your �'
��a lication to be processed.
Pre-Application Meeting Form, completed by a City Planner.
� Completed Application Form ,
���� Completed Hardship Documentation Form
Certified Property Owners List— owners within 150' of the subject property, labels and plat map.
-List, � labels and map may be obtained. from Hennepin County Department of Finance,
Government Center, A-603 300 South 6th Street, Minneapolis, telephone 612-348-5910
�'` Original Certificate of �Survey (signed by a licensed surveyor), ineeting all�the requirements
listed within this packet, including liardcover calculations. Two original (scaled) versions and
� provide one copy 8.5" x 11° or 11" x 17" for reproduction.
N n � . Completed hardcover calculation worksheets (as provided within the variance packet).
N o Topographic survey — including existing and proposed elevations, and proposed grading and
- drainage. *For lakeshore �properties the contours should be shown extending 50' into the �
adjacent properties. Provide one copy 8.5" x 11" or 11" x 17"for reproduction. .
� L� Sketches or plans of floor and elevation views (two scaled and one copy 8.5"x 11" or 11"x 17").
'� * For "rebuild" or "remodel" projects the applicant should provide an additional elevation plan
illustrating the proposed addition/new home envelope overlapping the existing. Additionally, all
�, setbacks should be shown three-dimensionally on the elevation drawings. *see staff for more
information.
� ❑ For rebuild and remodel projects a neighborhood perspective elevation view may be required.
*see sfaff for more information on this requirement.
❑ Additional items may be requested by City Staff depending on the,scope.of the project. *
., .:
� APPUCANT'S ACKNOWLEDGEMENT:
s The a licant hereb a rees to
�"� pP y g provide all information requfred or requested by the Planning
Department, agrees to pay additional fees (staff time not covered in the original fee payment) and/or
�� consultant expenses incurred in review of this application and certifies that the information supplied is
1 true and correct to the best of his/her knowledge. The appiicant recognizes that helshe is solely
responsible for submitting a complete application being aware that upon failure to do so, the
� staff has no alternative but to reject it until it is complete or to recommend the request for �
denial of the request regardless of its potential merit. �
A licant's Si nature: r � �� � � %' •� ra °�
PP 9 "�� ��--':��.�. . Date: � J r
Applicant's Signature: Date: � �
OWNER'S ACKNOWLEDGEMENT:
The owner hereby acknowledges and agrees to this application and further authorizes reasonable
entry onto the property by City Staff, consultants, agents, Commission & Council Members for
purposes of investigation and verification of this request.
Owner's Signature: �� /J �� � '"'
Date: �� ' t f .r � ,. ,
Owner's Signature: - ' � Date: �
Applicant must have all submittals into the City offices 25 days before the Planning Commission
. Meeting. Planning Commission Meetings are normally held on the third Monday of each month.
Applicants must be present at all scheduled review meetings of the Planning Commission and
Council. If an applicant is unable to attend a scheduled meeting, please make arrangements to
have an authorized representati.ve attend in place of the applicant and advise the City Planner
assigned to your project.
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. City of Orono
Pre-Application. M�eeting Form
(This form is to be completed by a City Planner during your pre-application meeting.*)
Street Address: Mailing Address: � For O�ce Use Onlv: �
2750 Kelley Parkway P.O. Box 66 City Planner: /
Orono, MN 55356 Crystal Bay, MN 55323-0066 w Meeting Date/Time:
!� PC Date:
Main: 952-249-4600 �i .
Fax: 952-249-4616 !
p
WF►at is the purpose of a p:e-application meefing?
Pre-application meetings aid the applicant in pr,eparing a complete proposal, inform them of the
procedures and requirements of the city code, and identify policies or regulations that create
opportunities or problems for the proposaL ;« - �
,r . .
PROPERTY INFORMATION: � � �;!
. Site.Address: ��i q 5 F�x Yt:�'�, (�� , ��o,-� �-.� �5?��
Property Identification Number (PIN): 03 _ ��1 - 23 - `3 _'o�o
Zoning District: �(�, � Size of Property: t.02 �}�re s
�F ..
DESCRIPTION OF REQUEST:s�� �
❑ Average Setback Lr�'Side Yard Setback ❑�Rear Yard Setback ❑ Front Yard Setback
❑ Hardcover ❑ Lot Coverage ❑ Lot Area ❑ Lot Wdth
❑ Other. °� �
. �
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Applicant's HARDSHIP: Applicant has received the Hardship Documentation Form,
Initials: . . �L understands it as it has b'een explained to.them, and is aware that it must
be completed and submitted in conjunction with their formal variance
application. '�
OTHER INFORMATION: ��
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�'Please note: Your variance application will NOT be accepted without a pre-application
meeting during which this form will be completed by City staff.
Applicant Signature: �� _ r� Date: � �r a �
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ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM '
� �We� �,�.e%1 !�. �a � ��G� of �v X � t d� ' �C� '
[print name(s)] [print address]
have reviewed the plans for the proposed improvement or proposed use of the property located at
_ I�9 S Fdx R.� J��. also referred to as Land Use Application No. Lu-t- .� :�<< o�K �
I (we) understand that in executing this acknowiedgement, I (we) am (are) not asked to declare •
approval or disapproval of the property or use but merely to confirm for the City Council that I (we)
am (are) aware of the improvement plans and that the proposed neighbor's project or use requires
Council approval.
� ^ .
�J� �C�k'��< ;lJ�-�C.L-� � (��,s t9�, f
Property Owner � Date
Property Owner � Date
**,�************************��,� �*******,�*******,�***********,�******«*****
I (we) �� 1�-�. � of •
� � ��
[print name(s)] [print address] ' . � `
have reviewed the plans for the proposed improvement or proposed use of the property located at
t qa 5 FOx R:�ye also referred to as Land Use Application Na �nT �. � ��6��c (
I (we) understand that in executing this acknowledgement, I (we) am (are) not.asked to declare
approval or disapproval of the property or use but merely to confirm for the City Council that I (we)
am (are) aware of the improvement plans and that the proposed neighbor's project or use requires
Council approval. �
q ��� ��
Property Owner Date .
Property Owner Date � �
If y.ou have any information that may assist the City in the review of this Land Use
Application, please submit your comments to the Building & Zoning Office at least 10 days
prior to the scheduled meeting date. .
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� PC Exhibit B
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� Page 1 of 3
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HARDSHIP DOCUM ENTATION FORM
. ��
This form is a required submittal for ALL variance applications. An application
will not be considered complete or placed on any meeting agendas until this form is
complete and submitted to the City. ! • .
Minnesota State Statutes Section 394.27, Subdivision 7 requires that a hardship be
demonstrated in order for a variance to be granted. The hardship must be unique to the
property as variances run.with the land and not the land owner. Personal and economic
situations are not considered valid hardships. In order for an application to be heard by
the Planning Commission and City Council a hardship having merit must be
demonstrated. �
HOW DO 1 PROVE A HARDSHIR? � ��
� This form has 12 points outlining the basis City staff uses to determine if a hardship "
exists and how the variance will affect the surrounding community. To prove a hardship,
address all the relevant points listed below and answer them as clearly as possible.
�
Since you are requesting the code excepti�n, you have the burden of proving that the
variance is justified. The information the�City receives is what is used in determining a
denial or approval recommendation. If you;leave something out it will not be considered.
. .�
Please address each of these hardship criteria �as they relate to the request (some may
• � not apply): ;!
t
� .
1. "The property in question cannot��be put to a reasonable use if used under
conditions allowed by the official controls." �
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2. "The plight of the landowner is due to circumstances unique to his property not
created by the landowner." ;
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3. "The variance, if granted,will not alter the essential character of the locality."
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4. "Economic considerations alone shall not constitute an undue hardship if
reasonable use for the property exists under the terms of the Zoning Chapter."
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5. "Undue hardship also includes, but is not limited to, inadequate access to direct
sunlight for solar energy systems. Variances shall be granted for earth sheltered
construction as defined in Minnesota Statutes, Section 116J.06, Subd. 2, when in
� harmony with this Chapter." ,�/�/�
0"/ �� , .
6. "The Board of Appeals and Adjustments or the Council may not permit as a
variance any use that is not permitted under this Chapter for property in the zone
� � where the afFected person's land is locate�`�
/
7. "The Board or Council may permit as a variance the temporary use of a
� one-family dwelling as a two-family dwelling."
��� " '
8. "The special conditions applying to the structure or land in question are peculiar
#o such property or immediately adj 'ning property."
' � ����� .
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9. "The conditions do not apply generally to other land or structures in the district in
which said land.is located." '
����
10. "The granting of the application is necessary for the preservation and enjoyment
of a substantial property right of the applicant." e �
__�0�� `��"1 t .S �(af'r"'i C� �..�i t� ,�.?-t�-C_. ��`ry. � �
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11. °The granting of the proposed variance will not in any way impair health, safety,
comfort, morals, or in any other respect be contrary to the intent of the Zoning
Code." '
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12. "The granting of such variance will not merely serve as a convenience to the
applicant, but is necessary to alleviate demonstrable hardship or difficulty."
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Hardship Statement `' , �
Should you feel the hardship cannot fully be described in the above criteria, describe the
� unique hardship, practical difficulty or unusual property conditions preventing compliance �
with Zoning Ordinance requirements in the following lines (attach additional sheets if
necessary): �
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, other improvemdnts or encro8chmeitts. . ' � , ' �
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Date Application Received: 9/19/07 C �
Date Application Considered as Complete: 10/8/07 �
60-Day Review Period Expires: 12/7/07 �
To: Chair Kempf and Planning',Commission Members
Ron Moorse, City Administrator
From: Evelyn Turner, City Planner
s
Date: October 15, 2007 �
Subject: #07-3321 Keith Nord, 1245 Lakeview Avenue
- Setback Variances
-Public Hearing ,�
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Zoning District: RR-1B (2 acres) '
Lot Area: 0.33 acre
Lot Width: 100 feet ( �
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Application Summary: The owner requests approval of a second story addition with a
_ 29.8 foot front setback when a 50 foot s�etback is arequired, a 22.4 foot setback from the "'fi`�
east proprty line when a 50 foot setbaek is required and a 23.3 foot setback from the
westerly ro erty line when a 30 foot setback is required.
Staff Recommendation: Planning Department Staff recommends approval.
�
Pertinent Zoning Ordinance Sections I
78-420(b) Setbacks for the RR-1B zonin''g district. �
;�
List of Exhibits ;� _ ,
A. Application '
B. Hardship Documentation Form ;� ,
C. Hardcover Calculations (from 2000 variance)
D. Area Map �{
E. Site Plan '
F. Building Elevations and Plans � .
. '
Background .
�
This property is two lots in Maxwell's Addition to Crystal Bay, which was platted in 1915.
There is an unimproved alley along the east side of the property that makes it a corner lot.
The house, a rambler, was constructed iri 1958. In 2000 side and front setback variances
were granted to allow construction of an�addition with a tuckunder garage. The roof over the
front porch would be changed to match the new roofline. The proposed second story would
� extend over the original house. There would be no change in the foundation area of the
house: The existing foundation is capable of supporting the proposed addition.
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FILE 07-3321 :�
October 15,2007
Page 2 of 3
--------------------------------------------------------------------------------------
LOT ANALYSIS WORSHEET
Lot Area/Width•
� Re uired Actual
Lot Area 2 acres 0.33 acre
Lot Width 200 feet 100 feet
Structural Covera�e:
Allowed Existing Proposed
2,174 s.f. 15.00% 1,658 s.f. 11.44% l, 658 s.f. 11.44%
Hardcover Calculations:
Hardcover Total Area in Allowed Existing Proposed
Zone Zone Hardcover Hardcover* hardcover
250 - 500 14,490 s.f. 4,347 s.f. 3,152 s.f. 3,152 s.f.
30% 21.7%0 21.7 %
--------------------------------------------------------------------------------------
Setback Variances
At is cloest point the addition with would be 29.8 foot from Lakeview Avenue when a 50
foot setback is arequired, 22.4 feet from the east proprty line (an alley) when a SO foot
setback is required and 23.3 foot setback from the westerly property line when a 30 foot
setback is required. The open porch would be 27 feet from Lakeview Avenue.
Hardship Statement
Applicant has completed the Hardship Documentation Form attached as Exhibit B, arid
should be asked for additional testimony regarding the application..
Hardship Analysis
In considering applications for variance, tlte Planning Commission s/iall consider t/ie effect of t/teproposed
variance upon t/:e/:ealt/i, safety mid welfare of tlie community, existing and anticipated iraffic conditions,
ligl:t and air, danger of fire, risk to tlie public safety, mzd tlie effect on values of property in tlie surrounding
area. T/te Planning Commission s/:al[ consider recommending approval for variances from t/ie literal
provisions of tlie Zoning Code in instances wliere tl:eir strict enforcement would cause undue lrardsliip
because of circumstances unique to tlie individua[property under consideration, and sl:all recommend
approval only w/ien it is demonstrated tliat such actions will be in keeping wit/: t/:e spirit and intent of t/:e
Orono Zoning Cod� •
Issues for Consideration
Can the property be put to a reasonable use if used without the variances?
Without setback variances only a triangular shed could be built on this property:
Will the variance, if granted, alter the essential character of the locality?
,
, f FILE 07-3321
October 15,2007
� Page 3 of 3
None of the lots in the Crystal Bay area comply with the two acre minimum. Some are larger
than this; some are smaller. The houses in the area are a variety of styles. There are
ramblers,iwo-stories and bungalows. �
;
Are there any other issues or concerns with this application?
� Staff Recommendation �
Planning Staff recommends approval of the setback variances to allow construction of a
second story addition and alter the roof over the open front porch.
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, �'}" O� O',.O n O PC Exhibit A
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Variance "Application
Street Address: � Application# �7 "J�JZ.
�Q� 2750 Kelley Parkway ; Date Received: •Q
O O Orono, MN 55356 ;� Amount Paid: �p� � .
Staff: GT �
Main: 952-249-4600 � Fee: $600
fax: 952-249-4616 Renewal: $300
� ��� ���F Mailing Address: :; � After-the-fact: 1 200 Dou
�9g��p� P.O. Box 66 $ , ble Fee
- Crystal Bay, MN 55323-0066 .
' �
This application form must be completed in full. Applicant will be notified within 15 days as to the status of the
app�ication. Incomplete applications will not be;placed on Planning Commission Agendas. .
PROPERTY INFORMATION: '�
Site Address: ( Z �iS L k��-��..✓ /��� �E �;�.,�.�, ,�-,n S53�c
Property Identification Number (PIN). � b !/ '�Z 3 1 y O o Z y
(Attach legal description to application if not included on the survey.)
Date Property Acquired (month/year): .� z�� ❑ Yes, I own the adjacent parcels.
Present use of property: LL�'aesidential ❑ Other ' ' �
Zoning District: �� .
� � ;s
APPLICANT INFORMATIOfV: (Complete legal names and marital status required for each interested party)
Name: �,rR �e�1 �� .
Phone (home). 9S Z 2�� 9 3 3t � Phone (work): �,�`Z �-Z � � d , d
CompleteAddress �z,�S� ����,�.�«,.� /��.L ° �,,� �;,,4, y,;� �-��,`
EmaiL• �e;�+�►� _ (Cc.ct�..�. oi� eo,,,� - � Fax:
� � ,�
F
. OWNER INFORMATION: (Complete legal names and marital status required for each interested party)
Name: (C����. ��/� i . .
Phone (home). q,fz Zk q �+ 3�� � Phone (work): � `�,S�Z Y7i 1 a�o
Complete Address: �z�{� L, lc..�,,,��,,, ��� �,,,� r�� �� 3a�
Email: _k��fit, P k.c..��.�6�1 co r►,, � Fax: .
` �
DESCRIPTION OF REQUEST: � • �� Estimated Project Cost: $ p �
Describe the request in detail (attach additional sheets if neces ary);
� a r'1� � oe,G... '�'a '� �� � , S L�C.-•� ��Pir.� dr� �� c..�
��.,zc, . �l.�rc c�..�f I r�ok '� l I.JtZe.. \ �.� � Go.rc� i-^�� .�-�a,i►..
2�r c �
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r; � 6� �(0��3r � Io,Tt,.r�� f -�
� ._..:i.,,`1 r^o o r., � a Y►1 ce..l1,�.-.,�t.( ,:ro��. � �J a c 1 o Se,-�y .
�,� � � L t h,t -�^ ty `C��., `^:.`` .
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�.�n_ �. C�k. �N\J a r1 S 1,�.�� �,; "r /� NnaX �h-1 trl� (L �a`�)e..
'/ "� e�- � 1 n� T'�<< . '�o � dLi'�. Lc�1 ��'S
C r` e-o��b`�sl.�S /� �Lt� 't 1_l > >1..'ti� ' !
.� � �{frC 4.�\ l ,�a�' t,�CCU�c.�. o.-, '�L�,
— �P"c.ti� ��/� .$ ��i S.t�}'���.`cJ 1/�•rJ I 1ti 01'C..
k�.�, -�-�.�.� a a �.e�.,
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REQUIRED SUBMITTALS:
Ail of the following information must be submitted by the application deadiine date in order for your
application to be processed.
❑ Pre-Application Meeting Form, completed by a City Planner. �,�-'��'"
0 Completed Application Form �--��
❑ Completed Hardship Documentation Form
� 0 � Certified Property Owners List— owners within 150' of the subject propert� d plat map. �
List, labels and map may be obtained from Hennepin County epartment o inance,
Government Center, A-603 300 South 6th Street, Minneapolis, telepho -348-5910
❑ Original Certificate of Survey (signed by a licensed surveyor), meeting rements
listed within this packet, includin� hardcover calculations. Two original (scaled) versions and
provide one copy 8.5" x 11" or 11" x 17" for reproduction.
�cr� 0 Completed hardcover calculation worksheets (as provided within the variance packet).
L(o2� `� Topographic survey — including existing and .proposed elevations, and proposed grading and
drainage. *For lakeshore properties the contours should be shown extending 50' into the
� adjacent properties, Provide one copy 8.5" x 11" or 11" x 17"for reproduction.
❑ Sketches or plans of floor and elevation views (two scaled and one copy 8.5"x 11" or 11" x 17").
"` For "rebuild" or "remodel" projects the applicant should provi e an additiona e eva ion p an _
illustrating the proposed addition/new home envelope overlapping the existing. Additionally, all
setbacks should be shown three-dimensionally on the elevation drawings. *see staff for more
� information. �� - .
For rebuild and remodel projects a neighborhood perspective elevation view may be required.
"`see staff for more information on this requirement. '
❑ Additional items may be requested by City Staff depending on the scope of the project. *
APPLICANT'S ACKNOWLEDGEMENT:
The applicant hereby agrees to provide all information required or requested by the Planning �
Department, agrees to pay additional fees (staff time not covered in the original fee payment) and/or
consultant expenses incurred in review of this application and certifies that the information supplied is
true and correct to the best of his/her knowledge. The applicant recognizes that he/she is solely
responsible for submitting a complete application being aware that upon failure to do so, the
staff has no alternative but to reject it until it is complete or to recommend the request for
denial of the request regardless of its potential rnerit. �
Applicant's Signature: � �` � I r fr= o
Date: ' �
AppficanYs Signature: � Date:
OWNER'S ACKNOWLEDGEMENT: ' ,
The owner hereby acknowledges and agrees to this application and further authorizes reasonable
entry onto the property by City Staff, consultants, agents, Commission & Council Members for
purposes of investigation and verification of this uest.
Owner's Si n t -�J �� �
g a ure: � � Date: F��'a9
Owner's Signature: � � . � Date: .
Applicant must have all submittals into the City offices 25 days before the Planning Commission
Meeting. Planning Commission Meetings are normally held on the third Monday of each month.
Applicants must be present at all scheduled review meetings of the Planning Commission and
Council. If an applicant is unable to attend a scheduled meeting, please make arrangements to
have an authorized representati.ve attend in place of the applicant and advise the City Planner
assigned to your project.
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. City of Orono - �
Pre-Application Meeting Form
(This form is to be completed by a City Planner during your pre-application meeting.*)
Street Address: Mailing Address: � For Office Use Onlv:
2750 Kelley Parkway P.O. Box 66 '' City Planner: '
Orono, MN 55356 Crystal Bay, MN 55323-0066 :;; Meeting Date/Time: Z p�
ii PC Date: p � �
Main: 952-249-4600 ,� .
Fax: 952-249-4616 '�
� �
Whaf is the purpose of a pre-application meeting?
Pre-application meetings aid the applicant in preparing a complete proposal, inform them of the
procedures and requirements of the city code,"and identify policies or regulations that create
opportunities or problems for the proposal.
i
PROPERTY INFORMATION: �
Site Address: ( Zy�� LA�,�y ��, . .
Property Identification Number (PIN): !� /r� i/ �Z 3 J Y e o-z �{
Zoning District: �.Z-( � Size of Property:
DESCRIPTION OF REQUEST: ��� �
❑ Average Setback P1 Side Yard Setback O Rear Yard Setback �Front Yard Setback
❑ Hardcover ❑ Lot Coverage ❑ Lot Area ❑ Lot Width �
❑ Other: ij �
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Applicant's �/� HARDSHIP: Applicant has received the Hardship Documentation Form,
Initials: l� understands it as it has,been explained to.them, and is aware that it must �
be completed and submitted in conjunction with their formal variance
� applicafion. �� �
OTHER INFORMATION: �
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*Please note: Your variance application will NOT be� ted without a pre-application
meeting during which this form will e ompleted by Ci ff.
Applicant Signature: � �� �� Date: "nl-'7�"a �7
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' PC Exhibit B
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�� Page 1 of 3
�
HARDSHIP DOCUM ENTATION FORM
This form is a required submittal forALL variance applications. An application
will not be considered complete or placed on any meeting agendas until this form is
complete and submitted to the City. � .
� .
Minnesota State Statutes Section 394.27, Subdivision 7 requires that a Hardship be
demonstrated in order for a variance to be�granted. The hardship must be unique to the
property as variances run.with the land and not the land owner. Personal and economic
situations are nof considered valid hardships. In order for an application to be heard by
� the . Planning Commission and City Council a hardship having merit must be
demonstrated. . �
. � .
, HOW DO I PROVE A HARDSHIP�? �� .
� This form has 12 points outlining the basis City staff uses to determine if a hardship � �
exists and how the variance will affect the surrounding community. To prove a hardship,
address all the relevant points listed below�and answer them as clearly as possible.
Since you are requesting the code exception, you have the burden of proving that the �
variance is justified. The information the_City receives is what is used in determining a
denial or approval recommendation. If you leave something out it will not be considered.
�«
Please address each of these hardship criferia as they relate to the request (some may
• not apply): � . � �
�
1. "The property in question cannot be put to a reasonable use if used under
conditions allowed by the official controls."
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2. "The plight of the landowner is due to circumstances unique to his property not
created by the landowner.° ' �
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3. "The variance, if granted, will not alter the essential character of the locality."
f`� tb ia' tr.ii��` i iw,Pf'e •c, �1.-c �...Gq��'.1 e�.a�1
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4. "Economic considerations alone shall not constitute an undue hardship if
reasonable use for the property exists under the terms of the Zoning Chapter."
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. Page 2 of 3
� 5. � "Undue hardship also includes, but is not fimited to, inadequate access to direct
� sunlight for sotar energy systems. Variances shall be granted for earth sheltered
construction as defined in Minnesota Statutes, Section 116J.06, Subd. 2, when.in
. harmony with this Chapter." � ' � • � � ..
6. "The Board of Appeals and Adjustments or the Council may not permit as a
variance any use that is not permitted under this Chapter for property in the zone
� where the affected person's land is located.° .
7. "The Board or Council may permit as a variance the temporary use of•a
" one-family dwelling as a two-family dwelling."
8. "The special conditions applying to the structure or land in question are peculiar
. to such property or immediately adjoining property."
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9. "The conditions do not apply generally to other land or structures in the district in
which said land is located."
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10. "The granting of the appfication is necessary for the preservation and enjoyment
of a substantial property right of the applicant." �
. �G> �b � on.i^�r�..t "r� (�./�c h cf'c_. � na.�i ���c. .�j[,1(�cc,r•c�, .
d' , � �`v�..� Sp'a C.� .
11. "The granting of the proposed variance will not in any way impair health, safety,
comfort, morals; or in any other respect be contrary to the intent of the Zoning
Code."
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. Page 3 of 3
� 12. "The granting of such variance will not merely serve as a convenience to the
applicant, but is necessary to alleviate Edemonstrable hardship or d'fficulty."
Y« �' c�,.�� sbd-. IR�..i � Prao�� K >>.:���
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U��VI�e.
c� C� ��:r�..� Sn a CC. �i .
Hardship Statement - �
� Should you feel the hardship cannot fully be�,described in the above criteria, describe the
� unique hardship, practical difficulty or unusual property conditions preventing compliance
with Zoning Ordinance requirements in the following lines (attach additional sheets if
. necessary): � :
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, {
Hazdship Sta.tement: ,�
�;
�
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There will soon be 6 people, (4 adults)living in this home. The square foota.ge on the first floor
is approximately 1100 feet. There are 3 bedrooms, 2 of which are small as you can see by the
drawing and dimensions. The basement ceilings are 6'8", which makes the basement not
feasible for adding bedrooms downstairs. I need 2 additional bedrooms and additional living
space. I presently have a living room/dining room/kitchen area, as the only living space other
then the bedrooms, so the upstairs family room will alleviate that problem. Also, with 4 adults
and the present size of the 2 bedrooms it isn't feasible to have more then one person in those
bedrooms. Adding this additiona.l floor as I propose will not add any additional hard cover, and
will enhance the neighborhood. I have done extensive remodeling of this house, (basically
redone the whole house), and extensive landscaping of the property. I want to stay in this home
and will continue to maintain the addition as you see the home now. If I'm not able to add this
second floor I will be forced to look elsewhere to pu.rchase a home. �I have come to love the
neighborhood and hope to be able to sta.y. �
4
Thanl�s! �'""'
��,N�r7�
Keith Nord
�
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HARDCOVER CALCULATION WORK,SHEET��� ?�00 �i�rr�Ahr�>
. SETBACK ZONE: (CIRCLE, ONE) " 0-7�' ' 75-250' ' 250-500'. � 500-1000' '
� � : PC Exhibit C
EXISTING HARDCOVER IN ZONE ' t ,P � .�... «' � .
A. House�. - -l�Gj ' x '�2� ��� � _ �Q S.F. U . .
,
un� '� ' Width • .
, ..- `` , �E, •i .
�
.,. '�
X ; .,�,.. . • _ � � S.F.
• � x : -�� ' _ � $:F.
.. . ��1 t �.. A - . . ..- .. ' . . �. .
�. v� . x - P- . SaF.
. . : , ;;�.• . . , . . �.
B. Gara�e • �` • . �X" '` . ° � S.F.� �
C. DrivewaY �� ' r x `e�S' ` _ • �8 S.F. v �
X w = S.F.
� ,� � . .
D. Sidewalk �/ x ,� _ /�Z� S.F. �
� 3`f' x 3 --G " = i/9 S.F. �
E. Pafio/Deck � x m�•� _ ��� S.F. �
� ' x �'l' _ /`1'.7' S.F.�
�
F. Landscape v2� x 's� _ %f� ' S.F. G
UnderIain v2t� ' � —
X �'S� S.F.
By Plastic f' � x ;::i' ^5�y � _ • �S` - S.F.�
G. Other j� �x � _ ' S.F.
� - . �
TOTAL HARDCOVER IN ZONE = - ���� S.F. A
TOT.AL PROPERTY AREA IN ZONE - ��`,/�f yn S.F. B
A vC��E/F' = B . /�yryL> x 100 = /�l�% O %
,�.�.,�=�� A � ��f�� - B i yS%�o x 100 = � /?� i � % .
��}� .,�8' ;,J��a� . . : . .
. � . .
�ROP�SED HARDCOVER IN ZONE . -
A. House x = S.F.
Length :Width �
� x = S.F.
x i = S.F.
x = S.F.
" . - i a
B. Garaae �2f x �S�—� _ � S.F. �
�,
C. DrivewaY x . = S.F.
� x � = S.F.
, D. Sidewalk x � _ • S.F.
x = S.F.
E. Patio/Deck � x ' _ � S.F.
x = S.F.
F. Landscape x = S.F.
Underlain x �� _ � S.F.
- By Plastic x :i = S.F.
;
G. Other x �� = S.F.
TOTAL HARDCOVER IN ZONE '� ' - � S.F. A
TOTAL PROPERTY AREA IN ZONE - /`f`�i'D S.F. B
' A -��1' = B %�`��Q x 100 = �� %
' = 12
. i
' Hennepin County Variance Map �i . �
'� PC Exhibit D �
�— — �
; ' Hennepin County Taxpayer Services: Variance Labels � � '
� Thrs is not a legally recorded map.It represenls a compilatron of information and data from City,County and Stale aulhorilies. _
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Parcel Information: ° Date Printed:9/13/2007 1:17:57 PM
ParcellD:10-117-23-24-0024
Owner Name:ICETI'H S NORD �
Parccl Address:1245LAKEVIEW AVE ORONO MN,55391 j
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Buffer Size:150 ft f
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http://bugle/MailingLabels/popMap.aspx?LayerID=94&Obj ectID=189019&Buffer=150... 09/13/2007
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• CERTIFICATE OF SURVEY FOR � Pc exnibrt E
KEITH NORD ............... � �,�
OF LOTS� 17 & 18, BLOCK 1, � s �� .
. MAXWELL S ADD. TO CRYSTAL -
BAY LAKE MINNETONKA ����, `�� . : �
. HENNEPIN COUNTY, �MINNESOTA .Ao, � _�
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LEGAL DESCRIPTION OF PREMISES : � � s
Lots 17 and 18, Block 1, MAXWELL' S ADDITION TO CRYSTAL BAY LAKE MINNETONKA
, �. ,
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o : denotes iron marker
Bearings shown are based upon� an assume,d catum.
This survey intends to show the boundaries of the above described property, • ;
� and the location of _an existing :house thereon. It does not purport to show
any other improvements or encroachments. .
W �
� r 1 I hereby certify Uwl Uus survey was prepQed Ey me a udv my aaect sy�er- �'�
VV ,��� ��i��� '� vision,md ihat I�n a diiy registered Civi Engineer ond Lord Siaveya•uda 1"=20'
^1 ��������R� the laws of the State of�mesota pA� . '
l v 9-18-00 �
�1 482 TNWiAQ(AYfH,E LONG UJ�Yi 53�6 ��. / .
612-473-4141 �/+��.4 �� ��.-.°-r-� ,we No.
EC0 Mark S. Gronb:r Mirmesota License mber 12755 00-400
UO-400 ; " ` .
. � PC Exhibit F �
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" FILE#07-3326
; 10 October 2007
. Page 1 of 3
Date Application Received: 09/25/07
Date Application Considered as Complete: 09/2S/07
60-Day Review Period Expires: 11/25/07 -
�
To: Chair Kempf and Planning Commission Members
Ron Moorse, City Administrator
From: Melanie Curtis, Planning &Zoning Coordinator f�/� .
: /
Date: 10 October 2007 - '
Subject: 07-3326, Theodore & Mary Shultze, 744 Brown Road North
• Front Setback Variance & Conditional Use Permit for Plumbing in an Accessory
Structure
• Public Hearing
- ----------------------------------------.;------------------------------------------
:�
Zoning District: LR-lA, One Family Lakeshore Residential District, 2 acres/200'
Lot Area: 2.76 acres (120,087 s:f.)
Lot Width: f82' at the road
;
� �Application Summary: The applicant is requesting a variance to allow a detached garage �
to be located between the principal structure and the street. A conditional use permit for
plumbing within a detached garage is also requested.
Staff Recommendation: Planning Department Staff recommends approval of the setback
variance and the conditional use permit in conjunction with a covenant pursuant to Code
Section 78-303(17).
Pertinent Zoning O.rdinance Sections •
Sec. 78-303. Conditional uses.
Within any LR-lA one-family lakeshore residential district,no structure or land shall be
used for the following uses except by conditional use permit:
(17) The provision of a toilet, bathtub or shower in an accessory building. Approval
shall be conditioned on provision of municipal sanitary sewer or a conforming
sewage treatment system designed to handle the anticipated flows from the
building plumbing. �
Sec. 78-1435. Location. �
No detached garages or other accessory building shall be located nearer the front or street
lot line than the principal building on that lot except on lots which have frontage on a
lake and rear yaxd adj acent to a street, accessory buildings located within the street or rear
yards of such lots are subject to the setback requirements of section 78-305(b), section
78-330(b) and section 78-350(b); except that detached garages may be located ten feet
from the street or rear lot line when doors face away from the street and a turnaround is
provided on the site. This section shall not apply to lakeshore lots divided by roadways or
corner lots. . ��
1
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FILE#07-3326
10 October 2007
Page 2 of 3
List of Exhibits
Exhibit A - Application
Exhibit B- Proposed Survey
Exhibit C- Proposed Plans and Elevations
Exhibit D- Aerial Photo
Exhibit E- Property Owners List � �
Exhibit F- Plat Map
Background .
The applicants are proposing to construct an 843 square foot, detached garage with
plumbing on their property. The garage is proposed to access off the existing driveway
and is proposed to be located between the principal structure and the street. The
proposed detached garage meets the rest of the required setbacks; however the plumbing
requires a conditional use permit.
------------------------------------------------------------------------------------
LOT ANALYSIS WORSHEET
Lot Area/Width• �
LR-lA Lot Area Lot Width
Re uired 87,120 s.f. (2 acre) 200'
Actual 120,087 s.f. (2.76 acre) 82' the road
Gara�e Setbacks• '
LR-lA Re uired Existin Pro osed
Front 50' � �1930' house �866' arage
Rear 15' S7.6' house 135' ara e
South Side 15' 47.7' house 15' ara e �
North Side 15' 100' House 100'+ ara e
Structural Covera�e:
Structural coverage limits do not apply as the property exceeds 2 acres in area.
Variance: Accessory Building ahead of Principal Building
The applicants' property has a very unique configuration; a width of 82' at Brown Road
which widens out to approximately 180' where the house (and proposed garage) is
located. Further the location for the proposed garage and the existing home are over 800
feet from Brown Road and significantly screened from views from the street or adjacent
properties. - �
Conditional Use Permit Analysis
Zoning Code Section 78-418 (16) states that approval shall be granted only when the
following criteria are met: �
The proposed use of the accessory structure with plumbing will not be detrimental to the
2
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FILE#07-3326
t 10 October 2007
� Page 3 of 3
residential character of the neighborhood. '�
The accessory structure will serve as detached garage and will not alter oY be
detrimental to the residential character of the neighborhood.
The plumbing fixtures proposed are in keeping with the intended use of the accessory
building.
' The plumbing fixtures proposed are toilet and lavatory. They are appropriate for the use
within the detached garage. "
� .
The property is 2.0 acres in area or larger. � � _
The property is 2.76 acres in area. This criterion is met.
The accessory building is conforming in location, size and height.
The accessory building meets the side and rear setbacks and is proposed to be meet the
City's height requirements. .
� The property owner agrees to the filing of a covenant in the title of the property providing
that the accessory building will not be: ��
a. Used for a home occupation unless specifically approved by the city or if
allowed by this Code. �
b. Used as a dwelling unless a guest house conditional use permit is
obtained.
c. Rented, leased or otherwise provided for use as a dwelling under any
circumstances.
Staff finds that the conditions of approval Have been met and the property owners will
agree to a covenant stating the above stipulations upon Council approval.
The garage will not interfere with the current septic mound, nor will it interfere with the
alternate mound location. Additionally, the plumbing within the proposed detached
garage is not considered an expansion to the current septic usage as usage is regulated by
the number of bedrooms. There will not be a bedroom within the proposed garage.
Issues for Consideration
Are there any other issues or concerns with this application?
Staff Recommendation '
Planning Staff recommends approval of the variance and conditional use permit subject
to filing a restrictive covenant in the property title.
,
;
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7 ` V
- . Application# 07"c�2,�
. Date Received �-2 �p�
Amount Paid
CITY OF ORONO - GENERAL LAND USE APPLICATION L�I�-
PROPERTY LOCATION �
Site Address 7 t/`-� l� ��v�� � �'�-r�o--d� � c►�-�7'r� ,_ S" .� �
Type of Application to be Filed �
Property Identification Number (P.I.D.) •� � �-�f�p --2j i�-o�a�`
APPLICANT .
Name 7"��c�v�-�-l'�t. s c,��z-�� v- M.4-� �.. s�i�- - 4�.�t��-�`z�, .
Phone (home) 9_rL. �yy c�3 ;� Phone(work)_Zi 3. 3� �: � a ���
- Address ��� /��,:•r.� n.r•� ,�1,,. City �.., 4 Zip 6-�? J Z
OWNER (if different than applicant) _
Name
Phone (home) Phone (work) �
Address City � Zip
Date Property Acquired ` (month/year)
I (do) (do not) also own the adjacent parcels of land.
�
FEES - CONDITIONAL USE PERMITS - �
� � $600.00 Residential Accesso Use
rY
$600.00 Institutional (church, school, etc.)
$600.00 Guest House/Guest Apartments .
$600.00 Duplex Credit/Bldg �
$600.00 Commercial/Industrial Use
$600.00 Land Alteration + Permit .�
� Grading and filling - designated wetland or floodplain
� Grading and filling - 501 cu.yd. or more
Grading, seawall, retaining walls within 75' of lakeshore
PRD/PID - see Fee Schedule ''
$250.00 Renewal Fee (no change from original application)
After-the-Fact Fee - Double Current Application Fee
� . .
OTHER APPLICATIONS °
$600.00 Commercial Site Plan Review (+ consultant fees)
$600.00 Vacation - �
$600.00 Easement Vacation f
$100.00 Easement Vacation With Subdivision
$600.00 Rezoning (PUD - refer to fee schedule)
� $600.00 Comprehensive Plan Amendment
$100.00 Appeals �
Other- see Fee Schedule „
;�
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6 �
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REQUIRED SUBMITTALS
1. Completed Application Form.
2: Describe request in detaiL
3. _�Certified Property Owners List of owners within 350' of the subject property,
labels and plat map. List, labels and map may be obtained from Hennepin
County Department of Finance,•Government Center, A-603 300 South 6tn
Street, Minneapolis, telephone 612-348-5910).
4. Certificate of Survey (signed by a licensed surveyor) = refer_ to handout for
survey information. .
5. Attach legal description to application if not included on required survey.
6. Topographic survey (existing and proposed contours) if land alterations
involve changes in elevation (grades).. , �
7.� List_of the legal names (include marital status) of all persons with an interest in
the property. This would include name(s) of applicant(s) if not current
� owner(s).
8. Construction plan, if applicable (see staff for requirements). '
9. As an addendum to this application, please attach a separate list of any other
persons you wish notified of this application.
YOU ARE REQUIRED TO SUPPLY 3 COPIES OF LARGE DOCUMENTS AND 1 COPY
FOR REPRODUCTION (11" X 17" OR SMALLER) FOR ALL DOCUMENTS �
SUBMITTED. (Staff will require scaled drawings of all documents, plans; etc. to be
submitted.) ,
The Applicant and Property Owner must sign this application. Please remember that your
application is not complete if the above information has not been included. �
Certification by Clerical Department that Land Use Application is complete.
Initials of Clerical Staff: Date
APPLICANT'S SIGNATURE . �
The applicant hereby agrees to provide all information required or requested by the
Zoning Administrator, agrees to pay additional fees (staff time not covered by original fee
payment)and/or unusual expenses incurred in review of this application, and certifies that
the information supplied is true and correct to the best of his/her knowledge.
, .
Applicant's signature � � Date
OWNER'S SIGNATURE .
The owner hereby acknowledges and agrees to this application and further authorized
reasonable entry onto the property by City staff, consultants, agents, commission
members, and Council members for purposes of investigation and verification of this
request. ,
Owner's signature Date
Applicant must have all submittals into t e City offices 25 days before the Planning Commission Meeting.
Planning Commission Meetings are held on the third Monday of each month. Applicants must be present
at all scheduled review meetings of the Planning Commission and Council. If an applicant is unable to
attend a scheduled meeting, please make arrangements to have an authorized agent attend in your place
and advise the Building &Zoning Office of this change prior to the meeting.
7
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RUN DATE: 12/4/2006 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIST) PAGE: 1
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38 27-118-23 34 0005 38 27-118-23 34 0006 38 27-118-23 43 0013
819 BROWN RD N 809 BROWN RD N ! 1995 WEST FARM RD
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F A JEVNE N&K N JEVNE LESLIE N BARRY + R L PARRISH&C J PARRISH
FRANZ A JEVNE IV LESLIE N HAHN � RICHARD L PARRISH
819 BROWN RD N 809 BROWN RD N W 1995 WEST FARM RD
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LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356
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38 27-118-23 43 0014 38 27-118-23 43 0015 38 27-118-23 43 0018
1925 WEST FARM RD 1889 WEST FARM RD 1860 WEST FARM RD
CHARLES L SCHROEDER ET AL BENJAMIN H WHIITEN ' ELIZABETH Y BELTRAND
CHARLES L SCHROEDER BENJAMIN H WHITTEN ELIZABETH Y BELTRAND
PAMELA FREEMAN SCHROEDER 1889 WEST FARM RD 1860 WEST FARM RD
1925 WEST FARM RD ' LONG LAKE MN 55356 LONG LAKE MN 55356
LONG LAKE MN 55356 �
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38 27-1 IS-23 43 0024 38 27-118-23 43 0026 • 38 27-118-23 44 0017
38 ADDRESS UNASSIGNED 01849 WFST FARM RD 1770 WEST FARM RD
THE FARM AT LONG LAKE . JOSEPH&INGER CERNY SHERRY G PAT'fERSON TRUSTEE
THE FARM AT LONG LAKE PTNSHP JOSEPH&INGER CERNY' SHERRY G PATTERSON TRUST
C/O TIMOTHY ADAMS 930 HARBOR LA N C/O RANDY ZIERHUT
1810 WEST FARM ROAD PLYMOUTH MN 55447 17912 MITCHELL S
LONG LAKE MN 55356 ' IRVINE CA 92614
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38 27-118-23 44 0019 38 34-118-23 110006 38 34-118-23 110007
01801 WEST FARM RD 38 ADDRESS UNASSIGNED S00 BROWN RD N
]AMES W&JUDITH A PIERPONT MARY L STEIL ET AL J M PENDLETON/M E PENDLETON
JAMES W&JUDITH A PIERPONT MARY L STEIL ET AL ° JON M PENDLETON
1801 WEST FARM RD 744 BROWN RD N 800 BROWN RD N
LONG LAKE MN 55356 LONG LAKE MN�55356 LONG LAKE MN 55356
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38 34-118-23 12 0002 38 34-118-23 12 0005 38 34-118-23 12 0006 �
740 BROWN RD N 744 BROWN RD N 770 BROWN RD N
SCOTT A MABUSTH ET AL T M SCHULTZE&M L STEIL H&I HUTTER
SCOTT A MABUSTH M L STEIL&T Ivi SCHULTZE HEINZ F HUTTER
740 BROWN ROAD NORTH 744 BROWN RD.N 770 NORTH BROWN ROAD
LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356
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38 34-118-23 12 0007 38 34-118-23 210003 38 34-118-23 21 0010
690 BROWN RD N 2002 SUGARWOOD DR 2003 SUGARWOOD DR
E J LARSON&S A LARSON R L&M H GILL1 J P BRINK&V M BRINK
ERIC&ANDREA LARSON RICHARD GILL" JEFFREY P BRINK
690 BROWN RD N 2002 SUGAR WOODS DR 2003 SUGARWOOD DR
LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356
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38 34-118-23 21 0028 38 34-118-23 21�0030
38 ADDRESS LTNASSIGNED 38 ADDRESS UNASSIGNED
SUGAR WOODS HOMEOWNERS ASSOC SUGAR WOODS HOMEOWNERS ASSOC
SUGAR WOODS HOMEOWNERS ASSOC SUGAR WOODS HOMEOWNERS ASSOC ,
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C/O RICHARD APPLE C/O REBERS CONSIRUCTION CO ,
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2101 SUGARWOODS DR 3525 WEBSTER AVE
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ORONO MN 55356 MPLS MN 55416
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AS IT APPE THIS ATE N TT-IE S T '1'AXPAYER SE VICES DEPARTMfiNT.
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Jl2l3Ab'-09-008-1 uo�}�na;sui,p ;uawa6aey�ap suas �0965�J1213At/�!�eqe6 a�zasi�i;n
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38 27-118-23 34 0005 ' 38 27-118-23 34 0006 38 27-118-23 43 0013
FRANZ A JEVNE IV LESLIE N HAHN ' RICHARD L PARRISH
819 BROWN RD N , 809 BROWN RD N 1995 WEST FARM RD
LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356
38 27-118-23 43 0014 38 27-118-23 43 0015 38 27-118-23 43 0018
CHARLES L SCHROEDER BEN]AMIN H WHITTEN ELIZABETH Y BELTRAND
PAMELA FREEMAN SCHROEDER . 1889 WEST FARM RD . 1860 WEST FARM RD
1925 WEST FARM RD LONG LAKE MN 55356 LONG LAKE MN 55356
LONG LAKE MN 55356
38 27-118-23'43 0024 38 27-118-23 43 0026 38 27-118-23 44 0017 ' �
' 7T�FARM AT LONG LAKE PTNSHP JOSEPH&INGER CERNY SHERRY G PA'11'ERSON TRUST
C/O TIMOTHY ADAMS 930 HARBOR LA N C/O RANDY ZIERHUT ,
1810 WEST FARM ROAD PLYMOUTH MN 55447 17912 MITCHELL S
LONG LAKE MN 55356 . . IItVINE CA 92614
38 27-118-23 44 0019 . 38 34-118-23 11 0006 ' 38'34118-23 11 0007
JAMES W&JUDITH A PIERPONT � MARY L STEIL ET AL , JON M PENDLETON
1801 WEST FARM RD 744 BROWN RD N 800 BROWN RD N
LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356 '
38 34-118-23 12 0002 38 34-118-23 12 0005 , ; 38 34-I18-23 12 0006
SCOTT A MABUSTH M L STEIL&T M SCHULTZE FIEINZ F HU7TER
740 BROWN ROAD NORTH 744 BROWN RD N 770 NORTH BROWN ROAD
LONG I,AKE MN 55356 LONG LAICE MN 55356 " ' LONG I,AKE MN 55356
38 34-118-23 12 0007 + 38 34-I18-23 21 0003 38 34-118-23 2]0010
ERIC B:ANDREA LARSON . RICHARD GILL JEFFREY P BRINK
- 690 BROWN RD N 2002 SUGAR WOODS DR ' ' 2003 SUGARWOOD DR
LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356
38 34-118-23 21 0028 38 34-118-23 21 0030
SUGAR WOODS HOMEOWNERS ASSOC SUGAR WOODS HOMEOWNERS ASSOC •
C/O RICHARD APPLE C/O REBERS CONSTRUCTION CO . •
2101 SUGARWOODS DR 3525 WEBSTER AVE
ORONO MN 55356 MPLS MN 55416
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Parcel Information' Date Printeil: 12/4/2006 8:19:40 AM
Parcel ID:34-118-23-12-0005 • �
i Owner Name:T M SCHULTZE&M L STEIL j ,
;Parcel Address: 744BROWN RD N ORONO MN,55356
�Buffer Size:350 ft. • '
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• � FILE#07-3305
10 October 2007
i Page 1 of 2
, Date Application Received: 06/20/07
Date Application Considered as Complete: 07/18/07
60-Day Review Period Expires: 11/18/07 � ,
To: Chair Kempf and Plannirig Commission Members
Ron Moorse, City Administrator
� .
From: Melanie Curtis,Planning,&Zoning Coordinator ,��
Date: 10 October 2007 �
Subject: 07-3305, Lake Country Builders on behalf of James Ziminerman
2745 Shadywood Road ��
,�� > >
• Variances—Lake Setback, 0-75 & 75 -250 Zone Hardcover
___ •__Public Hearing {
- ----------------------'I---------------------------------------------
List of Exhibits �
Exhibit A - Corrected Hardcover Info�mation .
,Exhibit B- Information submitted by:�he Applicant
Exhibit C- PC Report of 9/12/07
Exhibit D - PC Minutes—August 2007 . .
Exhibit E- Draft PC Minutes—September 2007
i
Background i .
This application was first introduced at the August Planning Commission meeting. There
were four Commissioners in attendance. At that meeting the applicant was requesting
hardcover and lake setback variances in order to construct additions to the existing home.
Following a discussion about the proposal it appeared there were at least three
Commissioners generally supportive of the applicant's request. A general consensus was
reached that the applicant's Option #3 'was most favored as long as the roof line was
lowered and the proposed porch at the point was removed from the plan. However, one
Commissioner remained unsatisfied that'the applicant was making a reasonable request
and if a vote was taken at least this one Commissioner would have voted to deny the
application. Generally the applicant was�given direction and the application was tabled.
,�
At the September PC meeting the applicant brought two separate revised options forward.
Both of these options generally met the direction given at the previous meeting; staff
favored one over the other in light of the pergola/porch. Only one of the September
Commissioners'was in attendance at the�,previous meeting (the one dissenting member).
Upon reviewing the applicant's revised �proposal the Commission generally felt that the
applicant's request was unreasonable and discussed denial. The applicant was taken by
surprise at this conclusion and rather than having the application denied by the four
member commission, requested tabling. The draft minutes from this meeting as well as
the minutes from the August meeting are attached as Exhibits D &E.
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FILE#07-3305
10 October 2007
Page 2 of 2
Discussion
While the recommendation of staff, for denial, has not changed the applicant was sent
back to the "drawing board" after the first PC meeting in August to make changes the PC
was directing. Procedurally speaking it would be correct to make the assumption since
the applicant followed the direction given by the "majority" of the Commissioners at the
August meeting as long as that direction was followed the PC would move it on to the
Council with an approval recommendation. This did not happen. VJhile there is no legal
obligation for the 2"d group of Commissioners to honor the direction given by the 1 St
group of Commissioners, staff would encourage follow through for not only the sake of
consistency but in order to give applicants a fair and predictable process. This particular
process so far appears arbitrary.
Staff would encourage the Commission to discuss this application in light of what has
transpired procedurally and make a reasonable recommendation to the Council.
Staff Recommendation
Staff feels that the property is currently being put to a reasonable use and to further the
nonconformities with the proposed structural additions is excessive. Staff continues to
recommend denial. However, should Planning Commission find that the applicant's
revised plans meet the direction provided at the August meeting then an approval
recommendation could be forwarded to the City Council.
2
°" Pa e 1 of 1
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Melanie Curtis �
From: Gregg Graton [GGraton@lakecountrybuilders.com]
Sent: Wednesday, October 10, 2007 2:57 PM �
To: Melanie Curtis ;
Cc: jim
Subject: Zimmerman -Area calculations and site summary �
Melanie,
Please see the attachments. '
I have revised the calculations from the previous submittals according to direction given recently regarding the
boat house and docks. It is our understanding that only the portion of the boathouse and roof above and landward
of the O.H.W.M. of 929.4' need be included. In error our past calculations' included the whole structure even
though the majority of the structure was clearly seaward of the O.H.W.M.. We had included the docks in preVious
submittals as well. It is our understand that these neeld not be included as Structural Hardcover nor the actual
Hardcover as well.
I have finished the verification process of the area summary. I made a diagram similar to one that the City
of Orono has in there zoning guidelines. I went through it iwice and had my workmate check the math and
summary thereafter. I believe it to be good information.
�INote: Existing site Plan
1. Structural Hardcover: Increased from 9.6% to 10.21 % because of the addition of the
Trellis and roof overhang abo�e the entry to the boat house.
2. Proposed Structural Hardcover: Increased from 13%to 13.6% because of the
reason above.
3. Existing Hardcover in zone 0-75 ft.: Decreased from 24.4% our calculations or
24.7% Melanie's to 24%. �
4. Existing Hardcover in zone 75-250 ft.: Remain unchanged at 43.6%.
5. Proposed Hardcover in zo`ne 0-75 ft.: Decreased from 25.86%our calculations or
25.9% Melanie's to 24%.
6. Proposed Hardcover in zone 75-250 ft.:Decreased from 36.6%to 35.7°/a because the
area of the proposed driveway decreases from 99 sf. To 81 s.f. in that zone.
!�
Please contact if you would like to review any of this information with me.
I
Thanks !
�
Gregg S.Graton,AIA,RA '
Design Architect
Lake Country Builders
339 Second Street �
Excelsior, MN 55331
T 952.358.7319 Direct y
F 952.474.7957
www.lakecountrybuilders.com
From: scanner@lakecountrybuilders.com [mailto:scanner@lakecountrybuilders.com]
Sent: Wednesday, October 10, 2007 8:39 AM i
To: Gregg Graton
Subject: [Image File] Gregg,SCANNER, #275 �
i
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10/11/2007
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Melanie Curtis �
�I
From: Lynda Williams _
Sent: Thursday, October 11, 2007 11:09 AM 1
To: Melanie Curtis !
Cc: Peter Jacobson; Gregg Graton; Jim Zimmerman
Subject: Project Summary ''
I
Please respond to Jim Zimmerman
Attached is a project summary that I thought might�be helpful for the commissioners.❑ This project has
gone on a long time and there is a lot of paper, plaris, photos, etc. in the file, so I thought it could help to
both summarize my objectives for the project, as well as commentary from the two meetings, and also
your summaries. j
I
I've used a lot of quotes from your summary of the;ifirst Planning Commission meeting.❑ From the
Lake Country Builder folks and two of my neighbors that were at the meeting, I was told that the
discussion was very detailed as you reference in your comments, and the direction very clear and
specific.❑ It was certainly our intent to make sure we responded to that direction and I still feel that we
did. �
i
Thanks much for your help and patience.❑ I'm hopeful that we have plans that will be seen as win/win
for all stake holders.❑ Let me know if you have an�y concerns with the attached. � �
Look forward to seeing you Monday. !
I
Jim Zimmerman
�
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� PLANNING COMMISSION MEETING I
,
Since the next Planning Commission meeting will be the third one where my plans will be discussed
and we have been at this since June, I thought putting together a summary of the key points might be a
good idea.❑ I know the file is getting pretty big, so since there could be new commissioners at the next
meeting who were not part of either discussion, I thought it would be good to summarize where we are
and how we got there. � ;
Some of the comments that are in the summary have been taken from the minutes and your staff
summaries.❑ I believe this accurately captures where we are at as of now.
Background �
❑ Jim Zimmerman has lived at 2745 Shadywood Ro�ad for over 13 years.
0 The home was built in 1959 and is 2,900 square feet.
❑ The property contains a boathouse. ;�
❑ The lot is totally non conforming with current setback regulations.
❑ The property currently contains 24.0% hardcover.❑
0 There is an easement with the neighbors that calls��for a circular driveway.
10/11/2007 'y
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Page 2 of,5 Y
0 The Orono Fire Department would also like a circular driveway for emergency vehicles at the current
width of the driveway.
Building Objectives ' '
I set my goals at the beginning of the process to do four things.0 I wanted to develop a plan that:
1. Was better for Lake Minnetonka and the environment.
2. Would be supported and embraced by my neighbors. �
3. Would fit in and be appropriate for the site and the neighborhood. �
4. Would allow me to improve my property and take it from the 50's to fit today's lifestyle.
I believe that we have developed design options that accomplish the above as witnessed by: �
1.0 Better For The Lake �
� Doug Grann, Executive Director of Wildlife Forever, a national not for profit group headquartered in
Minnesota,has stated in a letter that the rain garden elements developed as part of the new plans will
significantly reduce runoff and benefit the lake.❑ I also worked with the DNR to develop their lakeside
vegetation plan and following that work a few years back, added a significant amount of shoreline
vegetation to my property.❑ With almost 600 feet of shoreline, rain gardens will be a significant benefit
to Lake Minnetonka. �
2.Neighborhood Support
D I believe that virtually every neighbor that can see my home has contacted the city via phone, email,
or letter, voicing strong support for my plans.❑ I have reviewed the plans with all of my neighbors to
be sure that they were supportive of what I wanted to do.❑ We made a special effort in drafting the
plans to make sure that the plans would not in any way block anyone's view or be a negative in any
way.❑ I know to-date positive support for the plans have been expressed by the Gays, Ogles, Littles,
Echtenkamps, Rosie Iverson, John Watson, Bryce Peterson and the Becks.❑ I know of no negative .
comments from the neighbors regarding my plans.
3. Site and Neighborhood Appropriate
❑ We concentrated on making the design consistent with the current look and feel of the house and the
neighborhood.❑ In the first Planning Commission meeting, Commissioners Kempf and Kroeger
indicated that they felt the plans were consistent with the neighborhood and not excessive.❑ Over the
years, the vast majority of properties in the neighborhood have been updated and expanded, as I am
proposing.❑ Even with the expansion,the structural hardcover will be well under the 15%maximum.
4. Modernizing The Property
❑ Most of my home is still a 1950's rambler.❑ I do not want to turn it into a mansion, but merely add
amenities and features consistent with today's lifestyle.❑ The designs provided would allow me to add
features not envisioned in the 1950's such as a main level bathroom, expanded kitchen, multi-purpose
entertainment space, and expanded garage.
' Issues
Throughout the process these are the primary issues that we have been working to address:
❑ Boathouse . �
❑ Hardcover
� Driveway
A summary of these issues is as follows:
10/11/2007
, ,,, � Page 3 of 5
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Boathouse �
❑ It was initially suggested by staff that we consider tearing down the boathouse.
❑ After review of the alternatives and feedback from neighbors, it was determined that it was best to
maintain the boathouse.
f
Drivewav . ; �
�The driveway is really the cornerstone of the issue and at the core of the request for a hardship
variance.
i
❑ Right now, I have a moderate house with a major driveway.❑ The driveway constitutes about 2/3 of
the total hardcover. �
�
0 The easement with neighbors requires a circular�driveway, but not of the existing width.❑ I also
think the neighbors would be very amenable to changing the easement to eliminate the circular
driveway provision. ; •
I
❑ Working with staff, we developed four initial pTan options with the primary variable being the width
and configuration of the driveway. !
i
� � -
0 By narrowing the driveway slightly, it is possibl'e to create a plan that is hardcover neutral, keeping
total hardcover at the current 24.0%. �
. ;
�
First Planning Commission Meeting
❑ The initial four plans were presented and reviewed at the Planning Commission meeting on August
20, 2007.❑ � � -
� -
❑ The result of the detailed discussion from that meeting as summarized in Melanie's report was, "The
applicant was given direction by the Commission consisting generally of the following points:
❑ Remove the screen porch at the end of the home closest to the point in order to reduce proposed
hardcover and structural coverage levels; and i�
0 Step down the roofline at the point to reduce the appearance of additional massing; and
0 Removal of the boathouse would not be a requirement of approval; and
0 Follow the hardcover and driveway plans on the plan Option#3."
❑ Based on that clear feedback from the Planning�Commission, we developed two additional plans, as
follows: � �
❑- Option I:� Stepped down roofline and eliminated screened in porch.�OThis option delivered
exactly what was requested from the Planning Coriunission. �
❑- Option II:❑ Stepped down the roofline as requ,ested and provided a much smaller screened in porch
and deck that conformed exclusively to the hardcouer area that is already there with the current patio
and trellis.
i
Both options reduced the roofline and did not add any hardcover on the back of the house where a
larger porch had been proposed in all four of the original plans. �
Staff s Assessment Of Revised Plans
❑ Melanie's summary of the two new options was, "The applicants have responded to the Commission's
direction with two new options.❑ The first option'"eliminates the screen porch addition at the point end
of the property while proposing to retain an existirig grade level patio.❑ Option#2 proposes a screen
porch at the point with a balcony above."
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;
;
10/11/2007
Page 4 of� }
❑ Melanie further stated in her assessment, "The applicant has responded to the Planning Commission's
direction from the August meeting with the most recent version of the proposed plans.� The general
opinion of staff with Option#1, the applicant's revised proposal may be more reasonable than was
initially proposed.❑ The massing on the point end of the house has been somewhat minimized, the
building's height continues to meet code requirements and the rooflines are not extreme."
❑ It was certainly our intent to meet the clear direction of the Planning Commission.❑ We think the
direction was clear with the two specific changes requested.
❑ We believe that we fully met the Commission's requests andOMelanie's staff report, we believe,
clearly supports that staff both believed the direction was clear and that the options met the requests.
❑ The staff recommendation in the September 12 memo stated that, "Should the Commission find that
the applicant's revised plans meet their direction then an approval recommendation should be forwarded
to the City Council for their review." . .
Planning Commission Meeting Two �
❑ Per the above, we believed that the second meeting would agree with staff that the requests had been
met and vote to approve the recommendation and sent it on to the Council.
❑ Three of the four commissioners present at the second meeting had not attended the first meeting, so
did not have the benefit of the "detailed" discussion that took place at that first meeting regarding the
plans and why the Commission had provided the clear and specific direction we were given.
❑ Melanie indicated that she had discussed the driveway options with the Fire Department and they �
would prefer that the driveway be left as is at its current width.❑ Melanie also indicated that staff would
be okay with the additional hardcover that this would entail from plan Option#3.
� It became clear it would be best to table the discussion since the second group of Commissioners was
taking a completely different approach than the first meeting.
❑ Hopefully, at a third meeting, at least one of the Commissioners that provided the direction for the
development of new plans will be present to review and comment on the changes they requested.
Summary Of Options �
� I would prefer to narrow the driveway in order to make the proposed plans hardcover neutral with
what is there today.
❑ I understand that the Fire Department would prefer to keep the driveway as is and I'm amenable to
that:
❑ We believe both plan Options#I and II presented at the second Planning Commission meeting met
the direction provided by the Planning Commission following the detailed discussion at the August 20
meeting, as neither adds hardcover toward the point and both employ a reduced roofline, as requested.
� I would like to implement plan Option#II as I think it can be executed in such a way as it would not
appear to be more mass that what is there today.0 The site where the patio and trellis are is landscaped
in such a way as to be virlually unseen from the lake.❑ Being on the end of the point, the location can
also be seen by only one neighbor (Echtenkamp's, who have written the City expressing strong support
for the plan).❑ I would plan to use the retractable screens that would only be put down when the porch
is in use and a clear plexiglass railing on the deck that would be virtually unseen.❑ I think the net effect
10/11/2007
Y � 1� Page 5 of 5
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is that rt would look almost no different than what is there today.
Conclusion � •
As I stated, my goal from the beginning of this process was to create a plan that is a win/win for the
lake and environment,the neighbors and neighborhood, and my home.❑ We have spent many months
thoughtfully developing alternate plans to achieve these goals.� I believe the plans subrnitted at the last
Planning Commission meeting met these goals and also directly met the direction of the Planning
Commission.
I would respectfully ask that the Planning Commission�review the plans in light of their impact on the
lake,the neighbors, and the neighborhood.❑ If you agree with me that they benefit all stakeholders, I
would respectfully ask you to approve them and pass orito the Council.
I look forward to discussing at the October meeting. ��
�
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� � FILE#07-3305
i 12 September 2007
Page 1 of 3
1
Date Applic�ttion Received: 06/20/07
Date Application Considered as Complete: 07/18/07
60-Day Review Period Expires: 11/18/07 II
j
To: Chair Kempf and Planning'Commission Members
� Ron Moorse, City Administrator
From: Melanie Curtis, Planning�Zoning Coordinator u�
P�
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Date: . 12 September 2007 ;
,
Subject: 07-3305, Lake Country Builders on behalf of James Zimmerman
2745 Shadywood Road `
• Variances—Lake Setback, 0-75' & 75' -250' Zone Hardcover
• Public Hearing �I
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Zoning District: LR-1B, One Family Lakeshore Residential, 1-acre, 140'
Lot Area: 30,772 s.f. (0.71 acres)
Lot Width: The entire property,�s a peninsula; 179' at the rear lot line
�
Application Summary: The applicant is requesting 0-75' hardcover and lake setback
variances in order to construct additions to the existing home.
Staff Recommendationr Should the Commission find that the applicant's revised plans
meet their direction then an approval recommendation should be forwarded to the City
Council for their review. Staff continues to feel that the property owner has a reasonable
use of the ro erty and that the structural additions are excessive.
,
Pertinent Zoning Ordinance Sections !
• Sec. 78-330. Area, height, lot width arid yard requirements. _
• Sec. 78-1279. Placement of structures��on lots.
• Sec. 78-1288. Hard cover limitations.;
List of Exhibits �
Exhibit A - Revised Plan Option#1 (no screen porch) �
Exhibit B- Revised Plan Option#2 (screen porch)
Exhibit C- Revised Hard Cover Calculations
� Exhibit D- Rain Garden Plans �
Exhibit E- ' City Engineer Memo �
Exhibit F- Construction/Demolition Plans
Exhibit G- Elevation Views {
Exhibit H- PC Report dated 8/14/07 i
Exhibit I- Draft PC Minutes 8/20/07 +
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FILE#07-3305
12 September 2007
Page 2 of 3
Background
This hardcover and lake setback variance application was tabled at the August Planning
Commission following a detailed discussiori regarding the applicant's proposal. The
applicant was given direction by the Commission consisting generally of the following
points:
• Remove the screen porch at the end of the home closest to the point in order to
reduce proposed hardcover and structural coverage levels; and
• Step down the roofline at the point to reduce the appearance of additional
massing; and �
• Removal of the boathouse would not be a requirement of approval; and
• Follow the hardcover and driveway plans on the plan Option#3.
The applicants have responded to the Commission's direction with two new options. The
first option eliminates the screen porch addition at the point end of the property while
proposing to retain an existing grade level patio. Option #2 proposes a screen porch at
the point with a balcony above.
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LOT ANALYSIS WORSHEET
� Lot Area/Width•
LR-1B Lot Area Lot Width � � .
Re uired 43,560 s.f. (1.0 acre) 140'
Actual 41,884 s.f. (1.04 acres) The lot is a peninsula; 179' at
the rear lot line.
Setbacks:
LR-1B Re uired Existin Pro osed
Rear 30' 90' � 85'
East Side Lake 75' 35' 25'
West Side(Lake) 75' 24' 21.5'
Average Lakeshore As this property is on a peninsula;the entire home is ahead of
the avera e lakeshore setback.
Structural Covera e:
Total Lot Area Total Structural Covera e
30,772 s.£ (0.71 acre) Allowed: 4,615 s.f. (15%)
Existing: 2,974 s.£ (9.6%)
Pro osed: 4,015 s.£ (13%
Hardcover Calculations:
Hardcover Total Area Allowed Existing Proposed
Zone in Zone Hardcover Hardcover Hardcover
0—75' 30,545 s.f.** 0 s.f � 7,546 s.f.* 7,900 s.f.
(0%) (24.7%) (25.9%)
75'—250' 227 s.f. � 56 s.f. 99 s.f. 83 s.f.
(25%) (43.6%) (36.6%)
*After exclusion of fabric or plastic-lined landscape beds
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2
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aFILE#07-3305
� 12 September 2007
i Page 3 of 3
Hardcover& Lake Setback Variances ��
The applicant has slightly revised the proposed hardcover numbers from last month. The
resulting hardcover is still proposed to be slightly higher than existing within the 0-75'
zone. ;
Average Lakeshore Setback Variance �
The entire home on the property is locate'd ahead of the average lakeshore setback line.
Technically staff identifies this as a setbacic variance although it may be administratively
granted due to the nature of the property. �
�
Hardship Analysis ;
In considering applications for variance, t/ie Planning Commission sl:a[I consider tl:e effect of tlie
proposed variance upon t/:e/tealil:,safety and we fare of the community, existing and anticipated traffic
condifions, ligl:t and air, danger of frre, risk to the public safety, and t/:e effect on values of property in
tl:e surrounding area. Tlie Planning Commission sl:all consider recommending approval for variances
from t/ie literal provisions of t/:e Zoning Code in'instances w/iere t/:eir strict enforcement would cause
undue Jiardsl:ip because of circumstances unique�to tlre individua!property under consideration, and
s/ial/recomme�:d approval only w/:en it is demonstrated tliat suc/t actions wi[I be i�: keeping witlr the
spirit and intent of t1:e Orono Zoning Code. I
i
The applicant has responded to the Plann'ing Commission's direction from the August
meeting with the most recent version of the,proposed plans. The general opinion of staff
with Option #1, the applicant's revised proposal may be more reasonable than was
initially proposed. The massing on the point end of the house has been somewhat
minimized, the building's height continues��to meet code requirements and the rooflines
are not extreme. Should the Planning Co immission find that the applicant has met their
direction from the August meeting; that the hardcover levels as revised are acceptable;
and that the additions will have minimal visual impact on adjacent properties, Planning
Commission has the option to recommerid approval of the application to the City
Council. !
�
Issues for Consideration
1. Are there any other issues or concerris with this application?
Staff Recommendation
Staff feels that the property is currently being put to a reasonable use and to further the
nonconformities with the proposed structural additions is excessive. Staff continues to
recommend denial. However, should Plaxining Commission find that the applicant's
revised plans meet the direction provided at the last meeting then an approval
recommendation could be forwarded to the City Council. ,
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SETBACKZb�+IE: �CIRCLEONE) t1-7�' 'T6-�54' 2�•6U4' S�0-1408'
�XI$TING HARDCOVER IN Z4NE � •
' �
A. Hause � ; x _ �� �j �{� � S.F. ,
�.er,�tn w�a�n ,� t�
�q��iauE� x -� g��- S.F. �inc.��,r�,as �ve.1�=
x - S.F_
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x �+ - —S.F.
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D. Sidewslk x - �� S-F-
X = S.F.
�
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x = S.�.
F, LandscaQe x � = ' S.F. ,
UnBerlaln x =i S.F.
By Plastic x �� S.F. • .
G. `!�e#ainit�g x = . S•F-
Wal�s '�
H.Other x °I S.F. � -
TOTAL HARQCOV�R IN ZONE � ��Cc�' S.F. A
TOTAL PROPERTYAREA IN ZOhI� '�O 5 '� S.F. B
A '�A-[�4 + B "3 x 700 = 96
QROPOS� HARDCOII�R N�OJVE '
A, House �G 1a^S x � �c .�� -� �1 ��7 S.F. '
� UYdth
�•�rs�o�E x =� ���' 5,F.
x j� -- - .B.F.
8_ Garage x " =f S-F.
C. Driveway x -� ��.e S.F,
��� x f� 1t.�5 � S_�.
D, Sidewaik x � Cp S,F.
x . � ��'- - S.F_
E_ Patlol0�sck x - 1 �� S.�.
x � ti5t� S.F.
F.•Landscspe ' x '� S.F.
� Underiain x � �-F.
By f�lastic x ,� S,F.
G,� Retaining x '� S.�.
4V�IIs
H_Other x = S.F.
I
TOZAL Hr4RDG��IER IN Z�N� �- � `1 O� S.F. A
TQTAL PRI�PE£�TY AREA IN ZONE �- ' � � S,F. B
' q Gt'3 + B �U �-S x�04 = �-s. �'jto °�o
�;�
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• � ���� • �1 �y�+�-�
V
HARDC�VER CALCl1 �QN WQ#tKSl�EET
S£TBACKZ�N�: {CIRCLE ONE) 0-7�r' ' 2SO�p�' SO41000' .
�STIl+iG i�ARDCGV��t IN Zalti1� . `
A. H�use x = S,F, �
Length Width
. • x = S.F.
.x = s��-
B. G�rage x = $-f-
�. Driu�y x • - --- -'-- - �"�_ S.F.
� = S.F,
D, Sidewalk ' x = S,F.
x = S.F. .
E. PatiolDeck x � = S-�.
X = S.F,
F. Landsc�pe� x = ' $-F- •
Underiain x - S.F.
By PI�38tic . x � = S-F- .
G. Retainin� x = S.F,
Wal�s
H. 4t�er � x = S•F-
"P�TAL HF4RDCt�V�R aN ZONE - `�°� S.F. A
TC}TAL PROPERTY Af�EA �N ZOhfE - . ����F. g
A `�°L + B �2•� x 100 = �-3. Ce _ 4�
PROP� ED HARDCOV�R Ihl ZQNE
A. Hause x - " S-F-
��h W�tlth '
x = S_F.
x = S.F. �
B. Garage _ x = S,F,
C. Driveway x ' = ---— �-� S�F-
- x - S.F.
D. Sidewalk x • = S-F-
. X = S.F.
E. PatffllDeck x = S.F.
� = S.F.
F.�Landscape x• = S_F_
Underlain x = S,F,
By PlastiG x = S-F- .
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CIIY OF ORONO ' �
r�v.r+�. aROrEtr►a.:on-s2ie.otr attxurc taE azteott.n�
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2335 Highway 36 W
�� � St.Paul,MN 55113
�/� Te1651-636-4600
Fax 651-636-1311
www.bonestroo.com
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September 6, 2007 '� �`Bonestroo
�
Ms. Melanie Curtis � •
Planner
City of Orono
Post Office Box 66
Crystal Bay, MN 55323 �
�
Re: 2745 Shadywood Rd ;
File No. 000139-07000-1 !
Plat No. 07-3305 i
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Dear Melanie: �
We have reviewed the plans for 2745 Shadywood Rd, dated 8-29-07, We have the following comments
with regards to engineering matters: ;
�
• The plans appear to be acceptable from an engineering perspective.
If you have any questions, please call me at(651) 604-4894. �
Yours very truly,
Bonestroo '
,
� .�-i;� i
---. �
Darren Amundsen ;
cc:Tom Kellogg
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� FILE#07-3305
� 14 August 2007
� Page 1 of 3
Date Application Received: 06/20/07 i
Date Application Considered as Complete: 07/18/07 a
60-Day Review Period Expires: 9/l8/07 ` �
To: Chair Kempf and Planning Commission Members
Ron Moorse, City Administrator
From: Mela.nie Curtis, Planning & Zoning Coordinator n��
;
IV6
. Date: 14 August 2007
�
Subject: 07-3305, Lake Country Builders on behalf,l f James Zimmerman
2745 Shadywood Road � �
Variances—Lake Setback, 0-75' & 75' -250' Zone Hardcover
Public Hearing ;I � ,
�
-----------------------------------------------------------------------------------
Zoning District: LR-1B, One Family Lakeshore R�sidential, 1-acre, 140'
Lot Area: 30,772 s.f. (0.71 acres) .�
Lot Width: The entire property is a peninsula;�79' at the rear lot line
Application Summary: The applicant is requesting 0-75' hardcover and lake setback
variances in order to construct additions to the existing home. �
Staff Reco`nmendation: Planning Staff recommends�denial of the variances. The
Planning Commission should provide the a plicant with guidance for their re-design.
Pertinent Zoning Ordinance Sections
• Sec. 78-330. Area, height, lot width and yard requirements.
• Sec. 78-1279. Placement of structures on lots.
• Sec. 78-1288. Hard cover limitations.
• Sec. 78-1403. Lot coverage.
List of Exhibits
Exhibit A - Application
Exhibit B- Hardship Documentation Form
Exhibit C- Resolution No. 3027 &Exhibit
Exhibit D- Existing Survey
Exhibit E- Proposed Plans and Elevations
Exhibit F- Option#1 & Hardcover Calculations
Exhibit G- Option#2 & Hardcover Calculations
Exhibit H- Option#3 & Hardcover Calculations .
Exhibit I- Option#4 & Hardcover Calculations .
Exhibit J- � City Engineer Memo i
Exhibit K- Proposed Rain Garden Detail �
Exhibit L - Supplemental Submittals from the Applicant
Exhibit M- E-mail from the Property Owner "
Exhibit N- Comments from Neighbors
Exhibit O- Property Owners List
Exhibit P- Plat Map
a
1
�
� �
FILE#07-3305
14 August 2007
Page 2 of 3
Background
The subject property is a peninsula of land; almost the entire lot is within the 75' setback.
Additions were constructed to the home on the property in 1991. At that time the
previous property owner applied for and received hardcover and lake setback variances.
The current property owner is requesting lake setback and 0-75' hardcover variances in
order to construct additions to the existing home over patio hardcover and raise the height
of the entire structure within the lake setback.
------------------------------------------------------------------------------------
LOT ANALYSIS WORSHEET �
Lot Area/Width:
LR-1B Lot Area Lot Width
Re uired 43,560 s.f. (1.0 acre) 140'
Actual 41,884 s.£ (1.04 acres) The lot is a peninsula; 179' at
the rear lot line.
Setbacks:
LR-1B Re uired Existin Pro osed
Rear 30' 90' 85'
East Side(Lake) 75' 35' 25'
West Side(Lake 75' 24' 21.5'
Average Lakeshore As this property is on a peninsula;the entire home is ahead of
the average lakeshore setback.
Structural Covera e:
Total Lot Area Total Structural Covera e
30,772 s.f. (0.71 acre) Allowed: 4,615 s.£.(15%)
Existing: 2,974 s.f. (9.6%)
Pro osed: 4,287 s.£ (13.9%)
Hardcover Calculations:
Hardcover Zone Total Area in Allowed Hardcover Existing Hardcover
Zone �
0—75' 30,545 s.f.** 0 s.f � 7,546 s.£*
� (0%) (24.7%)
75'—250' 227 s.f. 56 s.f. 99 s.f.
(25%) (43.6%)
Proposed Option #1 Option#2 Option#3 Option#4
Hardcover
8,760 s.f. 8,068 s.f. 7,999 s.f. 7,362 s.f.
0-75' (28.6%) (26.4%) (26.1%) (24.1%)
75'-250' 99 s.f: 0 s.£ 83 s.f. 0 s.f.
(43.6%) (0%) (36.5%) (0%)
* After exclusion of fabric or plastic-lined landscape beds
** Staff would like to point out that the applicant's hardcover calculations were based on an inaccurate lot
area. The lot area allowed for calculation of hardcover must be above the ordinary high water level of
929.4';therefore staffhas made corrections to the applicant's hardcover calculation numbers.
------------------------------------------------------------------------------------
. 2
i
� FILE#07-3305
14 August 2007
� Page 3 of 3
Hardcover& Lake Setback Variances `
The applicant is requesting variances to a11ow lakeward and upward structural expansions
of the existing home. Since the over 99% of the prop,erty is located within the 75'
setback area, the property cannot be built on without variances. The existing home is
approximately 25 feet wide and 75 feet long. The expansions proposed will almost
double the width and add nearly 15 feet in length; all while bringing it closer to the lake
on all sides. Resolution No. 3027, which granted vari �ance approval for the previous
application, is attached as Exhibit C. Please review �he site plan attached to that
resolution and compare it to E�ibit D. While there may be discrepancies between the �
,
hardcover analyses from one surveyor to another it does appear that the level of
hardcover since 1991 has increased slightly in sidewalks, etc.
Average Lakeshore Setback Variance
The entire home on the property is located ahead of the average lakeshore setback line.
Technically staff identifies this as a setback variance although it may be administratively
granted due to the nature of the property.
Hardship Analysis
In considering applications for variance, tl:e Planning Commission sl:all consider tlie effect of tlee
proposed variance upon ihe Iiealtle,safety and welfare of t/:e community, existing and anticipated traffic
conditions, ligJ:t ai:d air, danger of fire, risk to tl:e public safety, and tl:e effect on values of property in
tl:e surrounding area. TJ:e Pla�:ning Commission sl:all consider recommending approval for variances
� � from t/ie literal provisions of tlte Zoning Code in instances where`tJieir strict enforcement would cause
undue /iards/rip because of circu»rstances uniq"ue to the individual property under consideratioi:, and
shal[ recommend approva!on[y when it is demonstrated t/iat sucl: actions will be in keeping witJ: tl:e
spirit and intent of the Orono Zoning Code. �
Staff finds that while 99% of the applicant's property is located ahead of the 75' setback
the property itself may be maxed out on hardcover as it+ exists. To construct additional
structural hardcover, toward the lake on all sides, may:be reaching the level of excess.
The property owner has a reasonable use of the property in the existing home. To add
additional structure to this already overtaxed lot at such�a close proximity to the lake is
unreasonable.
Issues for Consideration
1. The Planning Commission should discuss the merits of each of the applicant's
Options and give the applicant direction.
2. Would the proposed structural additions give the appearance of excessive mass
when viewed from the lake? When viewed from��neighboring properties?
3. Would the Planning Commission support structural additions (with additional
hardcover reductions) toward the rear of the property at no greater encroachment
toward the lake?
4. Are there any other issues or concerns with this application?
;
Staff Recommendation r
i
Planning Staff recommends denial of the variances.
� 3
�
� � � + .
r�
�^�` Cit �o�f Orono ` ��. � � .
. . Y . , ,
� Variance A lic'ation �
pp ��
,
Street Address: � I Application#
�0� 2750 Kelley Parkway � Date Received:
O . O Orono, MN 55356 { Amount Paid:
� Staff:
• Main: 952-249-4600 � Fee: $600
fax: 952-249-4616 Renewal; $300 .
�� Gti`� ���°Mailing Address: � After-the-fact: $1,200 Double Fee
��k'ESHO�'� P.O. Box 66
Crystal Bay, MN 55323-0066
This application form must 6e completed in full. Applicant will .be n tified_within 15 days as to the status of the
apptication. Incomplete applications witl not be placed on Planning Commission Agendas.
. PROPERTY INFORMATION: � {
i
Site Address: 2�-e� �oy w� 'IZe, �x�,o� �;� � ss��l
�yTr_
Property Identification Number (PIN): 2�_ ��� _ 23_ 3�-0003
(Attach legal description to application if not included on the survey.)
Date Property Acquired (month/year): ��g �3 ❑ Yes, I own the adjacent parcels.
Present use of property: '�Residential ❑ Other � .
Zoning District:
APPLICANT INFORMATION: (Complete legal.names and marital �tatus required for each interested party)
_..__._._N�ame:.._.._...L�_.C..�,.�rs�y.__." '�y���� . ,__�.__...�---�- . ;. ._..___.__-_.___�;;_.
,
Phone (home): Phone (work): ��Z, q.�.¢. -�t 2,1
Complete Address: 33� �,,,,�. .�., , ' �,�,F,,,�,�# . I�,� 5�331
Email: ' . .
., �,�4,�e-o.. � `�c.c. c�..�,-u 1�,;�,�.trs: �,... Fax: `�SZ. 11-'l4. ��5�-
OWNER INFORMATION: (Complete legal names and marital status required for each interested part
Y)
Name: . �a.� Z►a.�+�,�.� �
Phone (hom`e): �-�� � . •� � Fhone (w+rk)�; f�E52. 4.�p, ����o �- �3q
Complete Address: Z-�.q� 4-..�.,�, �„�� �, Y �,��_". � 5����
Email: Fax:
DESCRIPTION OF REQUEST: Estimated Pro'ect Cost: $ O �.do
1
Describe the requestr ir� d�,t '� h�ioional s eets if necessary):
1r��a,�. 8 F'�iM� � ^t � N IL a
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, REQUIRED�SU,RA'III�TALS: ' : � . � G� � �
, All �of the following information must be submitted by the application deadline date in order for your _
application to be processed. �
8' Pre-Application Meeting Form, completed by a City Pfanner.
❑ Completed Application Form ,
❑ Completed Hardship Documentation Form .
� Certified Property Owners List— owners within 150' of the subject property, labels and plat map.
List, labels and map may be obtained from Hennepin County Department of Finance,
� Government Center, A-603 300 South 6th Street, Minneapolis, telephone 612-348-5910
❑ Original Certificate of Survey (.signed by a licensed surveyor), meeting all the requirements
listed within this packet, including hardcover calculations. Two original (scaled) versions and
� provide one copy 8.5" x 11" or 11" x 17"for reproduction.
❑ Completed hardcover calculation worksheets (as provided within the variance packet).
❑ Topographic survey — including existing and proposed elevations, and proposed grading and
drainage. *For lakeshore properties the contours should be shown extending 50' . into the
adjacent properties. Provide one copy 8.5" x 11" or 11" x 17"for reproduction.
❑ Sketches or plans of floor and elevation views (two scaled and one copy 8.5" x 11" or 11"x 17").
* For "rebuild" or "remodel" projects the applicant should provide an additional elevation plan
illustrating the proposed addition/new home envelope overlapping the�existing. Additionally, all
setbacks should be shown three-dimer�sionally on the:elevation -drawings. �*see staff for more
information. � � • � -
❑ For rebuild and remodel projects a neighborhood perspective elevation view may be required.
*see staff for more information on this requirerri�ent. � � � �
❑ Additional items may be requested by City Staff�depending on the scope of the project. * �
APPLICANT'S ACKNOWLEDGEMENT:
The applicant hereby agrees to provide all information required or requested by the Planriing
Department,�agrees to�`pay additional fees (staff time not�eovered�in the original fee_p.ayment) and%or
consultant expenses incurred �in review of this application and certifies that the information supplied�is
true and correct to the best of his/her knowledge. . The applicant,recog.nizes that he/she is solely
responsible f�r.subrriitting a complete application being aware that u�pon faifure to do so, the
staff has no alternative but to reject it until it is complete or to recommend the request for
denial of fhe request regard s o its ote fiial merit. � �
Applicant's Signature: , . . ��-� Date: � �' �'��
Applicant's Signature: � � - Date:.
OWNER'S ACKNOWLEDGEMENT:
� • 'fhe"ow,ner hereby acknowfedges and agrees to this application and further authorizes reasonable
entry onto the property by City Staff, consultants, agents,, Commission & Council Members for
purposes. of-investigat4on, an�! verifcation{Qf.this,r�quest.�:•,'"�. � ��`;t����� a�`� �����;' �rt •
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Own�er..;s Signaf�re: ,� � � � Date,� `��� ��':a
.(J�neC'�..Signature: � �; " � � � " r` ' .` Date: "� ".
� '� �:�:ic.. •.a r� r.� :' '' • �.��.� ��,.8i ti�. ,•+ . . . , . !x.., .. � ., y.j,1 . .
� � Appficant must have all submittals info� the�Ci{ji` offices 25� days'before.the= Planning Commission
Meeting. Planning Commission Meetings are normalljr held��on the tfiird •Monday of each month.
Applicanfis must be present at all scheduled review meetings of fhe Planning Commission and
Council. If an applicant is unable to attend a scheduled meeting, please make arrangements to
have�an�.-aufi�ho�rized,representative attend in place of the applicant and advise the City Planner
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assig�ed t� your p�oje�
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DATA PRIVACY ADVISORY
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In accordance with M.S. 13.04, Subd. 2, "Rights of subjects�of data", we would like to inform you
that your request for a permit or license from the City of Oro��o or any of its departments may
require you to furnish certain private or confidential information.
, ,
You are notified that: ;
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1. The information you furnish will be used to determine your qualification for the permit or
license requested. ' ;I
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• 2. You may refuse to supply data, but refusal may require that the City deny the permit or
license. 1 �
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3. The information may be shared with other local, state or federal agencies to the extent
necessary to process the permit or license. 1
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4. If your requested permit or license requires Council action to approve, some information
may become public. ��
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5. You have.certain rights under M.S. 13.04 (see following page) to review private dafa on
yourself. . ;
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6. Your fu►1 name is required to process this applicatio� or permit.
. . ..._...;_.�e.�c�,... .: . ....._._. .. .
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First Middle Last
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Address� �� ;�
F' �., ia i 5533� ``�Z. 1�-�1�• "�12-\
City . State ! Zip Phone
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I understand my rights as stated above.
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Signature .
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7/16/2007 4:20:03 PM + 1 of 3
Jim Zimmerman-Supplemental Hardship Documentation Form �
2745 Shadywood Road ^
Excelsior;MN 55331
Melanie,
We have updated or amended our written case for our hardship. Please include this in the
original application for variance. �
Home/Job site:
2745 Shadywood Road
Orono, MN 55331
Variance application Hardship j
1
1. "The property in question cannot be put to a reasonable use if used under
conditions allowed by the official controls".
Answer: There is a dedicated turn around easement to the Irnortheastern (Landward)side of
the property that creates two hardships.
a. The dedicated turnaround easement is located on the ��ost landward portion of the site
leaving that portion of the site non buildable. �
b. The dedicated turn around easement is paved with bituminous(black-top). The total
area of land dedicated to this turnaround is 4,483 square feet or 14.6%of the land area.
The existing impenrious surface is 24.5% of the land area. Thus, the dedicated driveway
at 14.6% amounts to 60% of the 24.5% impervious surface of the land lot.
c.
2. "The plight of the landowner is due to circumstances unique to his property not
created by the landowner" ;J
Answer: Yes, the house is in an unusual setting surrounded�on three sides by water. Under
current zoning standards the lot is entirely nonconforming and cannot be built on, thus.Any
exterior modification requires a variance. � � �
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3. "The variance, if granted will not alter the essential character of the locality"
Answer: ;'
� a. No, the alterations include exterior modifications that extend or improve the architecture
of the existing house. Little substantial mass is proposed to be added to the house that
will alter the general character of the house. Areas whe'r,e the proposed additions are to
extend already are partially enclosed with trellis's, patio.�or garages. Site lines will not
be altered or changed.
b. Proposed changes are consistent with housing being remodeled or constructed within
the context of the surrounding neighborhood.
c. We propose to provide a"Rain Garden System" with native vegetation within and
adjacent to the dedicated driveway turnaround that will collect rain run-off from the
driveway, house and lawn areas.
« �
4. Economic considerations alone shall not constitute�an undue hardship if .
reasonable use for the property exists under the terms of the Zoning Chapter."
Answer: Amenities are not consistent with propecty values afnd taxation.
5. "Undue hardship also includes, but is not limited to,�inadequate access to direct
sunlight for solar energy systems.Variances shall be granted for earth sheltered
construction as defined in Minnesota Statues,Section 116J.06 Subd. 2,when in
harmony with this chapter." .
Answer: This statement does not apply to my situation. � . �
6. "The Board of Appeals and Adjustments or the Council may not perrriit as a
, variance any use that is not permitted under this Chapter for property in the zone
where the affected person's land is located." � .
Answer: This statement does not apply to my situation.
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7/16/2007 4:20:03 PM 2of 3
Jim Zimmerman-Supplemental Hardship Documentation Form
2745 Shadywood Road '
Excelsior, MN 55331 �
7. "The Board or Council may permit as a variance the temporary use of a one-family
dwelling as two-family dwelling."
. Answer: This statement does not apply to my situation.
8. "The special conditions applying to the structure or land in question are peculiar
to such property or immediately adjoining property.
Answer: Yes, the property is on a peninsula surrounded by water. The lot is typically less
than 150 feet wide; when considering that current zoning ordinances requires a house to be built � .
a minimum of 75 feet from the Ordinary High Water Mark.The lot is entirely non-conforming.
9. "The conditions do not apply generally to other land structures in the district in
which said land is located." � .
Answer: Yes, this is true because the existing house is located entirely on a non-conforming
lot.:
10. "The granting of the application is necessary for the preservation and enjoyment
of substantial property right of the applicant."
Answer: Yes, to bring the house up to current housing standards within the context of
neighboring housing variance is required.
11. "The granting of the proposed variance will not in any way impair health, safety,
comfort, morals,or in any other respect be contrary to the intent of the Zoning
. Code."
Answer:
a. The proposed modifications will improve the property and enhance the community. It will
not negatively effect health, safety, comfort, morals or in any other way be contrary to
the intent of the zoning code.
b. A proposed "Rain Garden System"will enhance the natural beauty of the lake shore.
Native plants will be planted in and around the rain garden to help absorb storm water
� run off,filtrate, attract butterflies and provide a naturalistic buffer which will help to
mitigate the impact of the driveway turnaround. The proposed "Rain Garden will have a
positive impact on the environment.
a. Please note that Jim Zimmerman is very committed to improved water quality
having created the DNR's materials and manual for lakeside vegetation.
b. Since Jim Zimmerman has owned the property he has also added vegetation
along the shoreline to prevent run off.
12. The granting of such variance will not merely serve as a convenience to the
applicant, but is necessary to alleviate demonstrative hardship or difficulty."
Answer: Yes, this is absolutely true.The house is in need of updating to current housing
standards.
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7/16/2007 4:20:03 PM 1 3of 3
Jim Zimmerman-Supplemental Hardship Documentation Form '
2745 Shadywood Road
Excelsior, MN 55331 �
13. Hardship statement-Should you feel the hardship cannot fully be described in the
above criteria, describe the unique hardship, practical difficulty or unusual .
property conditions preventing compliance with Zoning Ordinance requirements in
the following lines (attach additional sheets if necessary):
Answer: ;I �
A. The site has an existing home on a site that is almost entirely less than
150 feet wide.When measuring 75' ba�ck form the ordinary high water
mark not the only area where construction can occur is to the northern
edge along the neighboring property.11Vhen considering the side yard
set back the entire site is not buildable�under current zoning �
ordinances. !
B. Because the turnaround easement devotes much of the land to '
impervious surface it is difficult if not impossible to make any
improvements to the house without adding additional impervious
surface.We would like to mitigate the impact of additional impervious
surface by and the effects of impervious surface from the existing
� driveway turn around by creating an ori site"Rain Garden System"
with native landscaping and vegetation�to collect rainwater from the
driveway, and house that will help filtrate, absorb and discharge storm
water run-off into the natural watershed at a lower rate as well as
provide a more naturally landscaped buffer strip near the lake.
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'\\ � i4�'�'`"{'�� ~' �. RESOLUTION OF THE CITY COUNCIL
���' �'`��..,�.;:�.,��.�. C��
\ �'� �'�'�j`;Y���I.��� '�
`��kESH��'.%� NO. � 3 0 2 7
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• A RESOLUTION GRANTING �
. VARIANCES TO �
MIINICIPAL ZONING CODE �
- SECTION 10.22, SIIBDIVISIONS Z AND 2
� FII.T #1684 ;
�
,
WHER$AS, David and Anne Graham (hereinafter "the
applicants" ) have an interest in the pr+operty located at 2745
Shadywood Road within the City of Orono (hereinafter "City") and
legaTly described as follows: �
Tracts C and D, Registered Land Survey No. 500 , files
of the Registrar of Titles, Hennepin County, biinnesota
� (hereinafter "the property"); and �
WHEREAS, the applicants have applied to the City for
variances to Municipal Zoning Code Section lOj.22, Subdivisions 1 and 2
to permit the improvement of an existing residence structure involving
the expansion of a second story and the installation of a two tiered
deck at 8'x16' relocated 17' from the lakeshore instead of the
required 75' resulting in an overall reduction of hardcover with
e�isting at 8 ,079.95 s.f. or 24.8$ and final hardcover at 6, 940.2 s.f.
or 21.35$ resulting in a net reduction o�'f 1,1.39.75 s.f. or 3.5�
hardcover. ,�
NOW, THEREFORE, B$ IT RESOLVED by the City Council of Orono,
Minnesota: _
� FINDINGS �
1. This application was reviewed as Zoning File #1684.
�
2. The property is located in the LR-1B Lakeshore Residential
Zoning District requiring one acre �n area:
3. rThe property consists of 32,500 s.f:, the majority of which
is located within the O to 75' lake�hore protected area.
4. The Orono Planning Commission reviewed this application on
September 16, 1991 and recommended approval of the proposed
variances based upon the following liardships and findings:
Page 1 of 6
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�:�,� �j�'�� {��M i�?�+� G~�� RESOLUTION OF THE CITY COUNCIL
\�,� 1+`��a'4,�i�1'k",� / '
��kESH�g'.! N0. 30 2 7 .
``=�_--- �' •
a) The property is a narrow peninsula surrounded by Lake
Minnetonka on three sides.
b) 98� of property is located within the 0 to 75' setback
area.
c) The existing residence was constructed prior to current
lakeshore standards adopted as of January 1, 1975.
d) The comprehensive improvement of the property results
in a 3.5$ reduction in total hardcover.
5o The City Council finds that the conditions existing on this
property are peculiar to it and do not apply generally to
other property in this zoning district; that granting the .
variance would not adversely affect traffic conditions,
light, air nor pose a fire hazard or other danger to
neighboring property; would not merely serve as a
convenience to the applicant, but is necessary to alleviate
a demonstrable hardship or difficulty; is necessary to
preserve a substantial property right of the applicant; and
would be in keeping with the spirit and intent of the Zoning
Code and Comprehensive Plan of the City. �
5, The City Council has considered this application including
the findings and recommendations ,of the Planning Commission,
reports by City staff, comments by the applicant and the
effect of the proposed variance on the health, safety and
we 1 f are of the community.
CONCLOSIONS, ORDER AND CONDITIONS
Based upon one or more of the above findings, the Orono City
Council hereby grants variances to Municipal Zoning Code Section
10.22, Subdivisions 1 and 2 to permit the construction of a second
story partial addition and .a two tiered open deck at 8x16 to the east
side of the residence subject to the following conditions:
Page 2 of 6
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`'`•''�� ���'vW�;���.r'� C�~�� RESOLUTION OF THE CITY COUNCIL
��. � �'•,,=;j�•'��.;+���
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'`:kESHO�; / . NO. � 3027
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l, Hardcover removals shall be completed per the site plan
. enclosed as page 6 of this resolution. All hardcover
scheduled for removal must be ,compl�eted prior to the
issuance of a building permit. Applicants shall arrange
for the necessary site inspection to confirm the required
removal of hardcover. ;I
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2. Authorities granted by this variance run with the property
not with the applicants, but are pe�rmissive only and must
be exercised by application for a building permit within
one year of the date of Council app'roval, or this
variance will expire on that date (�ctober 14, 1992 ) .
3. Violation of or non-compliance with,�any of the terms
and conditions of this variance shall constitute a
violation of the zoning code, shall�automatically
�terminate any authority granted herein, and shall be
punishable as a misdemeanor. �
4o The undersigned applicants have read, understood and
hereby agree to the terms of this re�solution and on
behalf of themseZves, their heirs, s�uccessors and assigns,
hereby agree to the recording of this resolution in
the chain of title of the property. , •
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�\ ,� �L,{'iS,����.�r. G/ RESOLUTION OFTHECfTYCOUNCIL
���kESHO�/ NO. 3027
-�,_----'
Adopted by the Orono City Council on this 14th day of
� Uctober, 1991. �
.�,� ST: ,
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- ���%�--�-ce..4_e� �����C,���'�u
0 othy allin, City Clerk Barbara A. Peterson, Mayor
� �—�—.��;.�i �`� �-�,�:c��cr
��oper y Owner(s) � v �
STIS.TE �F MINNESOTA )
) ss. � � �
'rc�iJNTY OF HENNEPIN ) �
The foregoing instrument was acknowledged before me on this
l�th day of October, 1991, by Barbara A. Peterson & Dorothy M. Hallin,
l�ayor & City Clerk of the City of Orono,� a Minnesota municipal
corporation and said instrument was executed on behalf of the City.
�� �' ��
LINDA S. VEE Notary Public
NOTARY PUBUC - MINNESOTA
HENNEPIN COUNTY
- My commissfon expires 8-12-4�
Page 4 of 6
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`.��',� ,,,�.v•�����'_r���� Gfi RESOLUTION OF THE CITY COUNCIL
� ��•� ��.r �;�" i
`.�<4 a��r1�r �/ y!
`:;.kESH�� NO. '! 30 2 7
�==_—
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STATE OF MINNESOTA ) '
) SS. i
COUNT�' OF AENNEPIN ) '
On this /'y'��" day of vC�O /.��r ► 199�
before me a Notary Publi within and for sai�d county, personally
appeared j� U; G� �-('�Lhu ' oi � �^� P_r"'
known to me to be the person(s) des ribed in ��and who executed t e
foregoing instrument, and acknowledged thait he (they) executed
the same as his (their) free act and deed.
LINDA S. VEE .
NOTARY PUBLIC - MINNESOTA `/
NENNEPiN COUMTY • � % � v� �-�
My comm�ssion expfres 8-12-96 NOtBry P11b11C
ST � �
) ss.
COUNTY OF HENNEPIN )
On thi s / � � day of VC �/�-C ir , 19 9�
before me a Notary Public within and for sai'd county, persona y
appeared �}I�I� P �� /Y� � �r'Cv%1�trn{ �di�� �C�C�'/�P�' .
known to me to be the person(s) desc bed in �and who executed the
foregoing instrument, and acknowledged that he� (they) executed
the same as his (their) free act and deed.
�L� � ,� ��
NotaY`y Public
LI,VDA S. VEE .
NOTARY PUBIIC - MINNESOTA
HEi�iNEPIN COU�ITY
- My commission expires 6-12-98 .
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. , � � - G��TIF(GA�i-E o� SUR1��Y
RESOLUTION #3027 FoFz
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RESOLUTION #3027 �
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STATE OF MINNESOTA ) ' .
> . .
COUNTY OF HENNEPIN ) ;
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CITY OF ORONO ) �
;
I Dorothy M. Hallin , City Clerk of the City of Orono , Hennepin
County , i�linnesota ,-' do hereby certify thatilI have compared the
fore�going copy of a resolution of the City Counci2 of the City of Orono
with the original record of such resolution ;�in the Minutes of the
proceedings of said City Council at a meeting of� said City Council held
on October 14 , 19 91 � and that the same is a true
and correct copy of said resolution was duly adopted by said City
Council at said meeting . I
, In Witness Whereof , I have hereunto s2�t ; my hand �and seal this
_ 18th � day of October , 19, 91 .
� � •
othy M. llin,.� City Clerk �
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CITY OF, ORONO
LAND USE FILING INFORMATION
;
Prepared By: Mary Haro, Secretary
to Nancy E. Husnik, Legal Assistant
Popham, Haik, Schnobrich & Kaufman, Ltd.
December 13 , 1991
The following is a recap of the resolutions submitted to this office
which have been filed with the Hennepin County Recorder ' s Office. .The
resolutions are enclosed.
RESOLUTION APPLICANT'S DATE DOCUMENT
NUMBER NAME FILED NUMBER
2983 Johnson, Jeff 11-01-91 2213403 (T)
3021 (encl. ) Walker, John 10-25-91 5839156(A)
3024 (encl . ) Merlo, Paul & Marcia 10-25-91 5839155(A)
2967 (encl . ) Nelson, David 11-12-91 5843315(A)
3000 encl . Benoit Gerald 11-12-91 5843431 A
I have also enclosed the following documents which were submitted to us
for filing with Hennepin County:
1. Drainage and Utilities Easement - Jeffrey Johnson, filed
11-01-91 as Document No . � 2213404 . The original document has
been retained by Hennepin County Registrar of Titles since it is
torrens .
2 . Letters Testamentary of Fred W. Curtis (RE: 2180 Prospect) ,
�- filed 08-16-91 as Document No. 5828023 .
3 . Drainage and Utilities Easement - Helen C. Morrison (RE: 2180
Prospect) , filed 09-23-91 as Document No . 5828024 .
4 . Drainage Easement - Helen C. Morrisan (RE: 2180 Prospect) , filed
09-23-91 as Document No. 5828025 . . `�
The following enclosed resolutions were submitted to us for filing with
Hennepin County and are torrens property and are not accepted for filing :
Resolution No. 3018 - Nina Wildman/#1675
Resolution No . 3027 - David and Anne Graham/#I684
Resolution No. 3023 - Cedric Dettloff/#1677
Resolution No. 2979 - Ronald and Julie Prineas/#1648
Resolution No. 3033 - Eric and Kristal Wilson/#1626
Resolution No. 3038 - Robert J. Bilger/#1687 ,
Resolution No. 3041 - Bruce W. Engelsma/#1692
35NEH
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- HARD R CALCULATION WORKSHEET
SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' 500-1000'
EXISTING HARDCOVER 1N ZONE
� �
A. House � �¢� x '21 '� = 20�'j0 S.F.
Length � � �I Wid�h
.'�o�.TNa� 3n.2 x ?�.3 � _ �b'��.. s.F. �,�n�t„r?�s �o�.�
x II — S.F.
� B. Garage • x II = S.F.
C. Driveway �cG ��v� x ��c.!I 5�.v�..� _ ��'( � S.F.
� x II � = S.F.
. D. Sidewalk h� ��x�� x �II4✓r.� = g� S.F.
' x �I = S.F.
E. Patio/Deck x II = S.F. �
X �� _ . , S.F. .
. F. Landscape � � x ' � � = S.F.
Underlain x � II = � S.F.
. By Plastic x II � = S.F:
G. Retaining • ` x II = � ` S.F. �
� 1Nalls �
H her x � _ -
. Ot S.F.
TOTAL HARDCOVER IN ZONE � - __'��Cn-I S.F. A
TOTAL PROPERTY AREA IN ZONE _ � �� /� - _ . •(p5�- _S.F. B o �
A _ � ' B �' 4 _ �- x 100 1�•°1 /o .
PROPOSED HARDCOVER IN ZONE � �• '
A. House. 5cc. ��-►�.s x scc.p�a..:.5 = �`��S.F. �
' Length . • ' J Width
�o�ct�klavi.E 30�2 X • II . 'L4.'� _ . �`�4- S.F. . _ . . . .
. � . . X II = S.F.
B. Garage .� x II = S.F.
C. Driveway �c.e, s , x � �c�l a�.�.s - _ _� '� � S.F.
. x II = S.F.
D. Sidewalk �c II � _ �� S.F.
x 9 = S.F. �
� � .
� E. Patio/Deck �x � � _ � S.F.
• X I� = S.F. O
F. Landscape x ,I = S.F.
Underlain � x !I = S.F. . . � .
� By Plastic x • �I = S.F. �
G. Retaining � x N = S.F. �
� Walls ' � + . • �
H. Other x � = S.F.
TOTAL HARDCOVER IN ZONE - F�c�(_¢O S.F. A �
TOTAL PROPERTY AREA IN ZONE ' � - � 41 to5� S.F. B
A � ��-c�o - B , s _ x �oo = ' z-1�� °io
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. � HARDCOVER CALC ON WORKSHEET �
SET�ACK ZONE: (CIRCLE ONE) 0-75' 5-250' 250-500' S00-1000'. .
EXISTING HARDCOVER IN ZONE. ,
A. House � � � x = � S.F. � .
� Length Width
x � _ � S.F.
� � ' X = S.F.
B. Garage _ x = O S.F.
� C. Driveway � ��rvi.^ • x �c_ s�c�er� _ . °I � S.F.
� X = S.F. �
D. Sidewalk.. x - � O S.F.
X = S.F:
E. Patio/Deck x - _ . � b S.F. �
- X = S.F. .
F. Landscape x . _ � O S.F.
� Underlain � x = � S.F. . �
By Plastic x = S.F. �
G., Retaining x = � C� S.F. �.
Walls .
H. Other , x � _ � S.F. .
� TOTAL HARDCOVER IN ZONE � - `� � S.F. A
. ' TOTAL PROPERTY AREA IN ZONE - - 2Z�- � S.F. B
A °t`t = B 22�r- x�oo = � �3• c.e • % .
PROPOSED HARJCOVER IN ZONE
� � A. House x = � �S.F. � � .
� Length Width �
' X = S.F.
X = S.F.
B. Garage x = c7 S.F. .
C. Driveway �C. �-� x � �r�.e.,� _ °i � . S.F. '
X • . " _ ' S.F.
. � D. Sidewalk x = p S.F. �
X . = S.F. � .
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X = S.F. . .
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Underlain x � = S.F.
By Plastic x = S.F. �
G. Retaining x = d S.F. �
Walis '
. H. Other x = n S.F.
TOTAL HARDCOVER IN ZONE - � S.F. A
TOTAL PROPERTY AREA IN ZONE � - ' 2�- S.F. B
. A �°1 = B 22� x 100 = L�-3 .Cn %
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HAR�R CALCULATION WORKSHEET
SETBACK ZONE: (CIRCLE ONE) 0-7 ' '75-250' 250-500' 500-1000'
EXISTING HARDCOVER IN ZONE •
A. House _ Lv l ± � x Z 1�* _ � � S.F.
Length �I Width
��ovbE '�� Z X 'L4�•"'� = S°(4 s.F.(,�r,c,l�i�s dl.ac.�t—,
X �� _ � S.F.
B. Garage x II = . S.F.
, C. Driveway �c� 5�u� x �G� II 5�t�•e..� = L}�`'�� S.F:
X {� _ � S.F. ,
D. Sidewalk x !I = �`� S.F.
x II = S.F. �
E. Patio/Deck z II � _ . S.F. .
- � . ' � . x II � = S.F.
- F. Landscape x �� � . _ � S.F.
Underlain . X . . II = � S.F. '.
By Plastic x 11 = • S.F_
� G. Retaining � x �) � = S.F.
� Walls �
� H. Other , . I =
X S.F.
TOTAL HARDCOVER IN ZONE � - ��J-Cn I S.F. A
TOTAL PROPERTY AREA IN ZONE � � - 41� (i.5�- S.F. B
A '1,LI.LoI = B ' �I (v..�`�" x 100 = 1�. �j % -
� PROPOS_D HARDCOVER IN ZONE � j � ' �
A. House s � x yc,c. �olc.r.s = �J�++`l'� S.F.
�9
�'�c'4b� Le - X = �� wdth — , , $c��, S.F.
x II = .S.F.
B. Garage x fl = S.F.
C. Driveway �x�- ,olG.�s - . x sc,�ll ,,(�..,5 = �a�q Z S.F. �
• � x . �� = S.F.
D. Sidewalk. x �I = .�`� S.F. �
x II ' = S.F.
E�. Patio/Deck x � �I = S.F.
x � I� = S.F. �
F. tandscape x �I � = S.F. � �
Underlain• x �I = S.F. �
, By Plastic" x tl = g.F, �
G. Retaining x I = S.F.
Walls � �
H. Other x � = S.F. � �
TOTAL HARDCOVER IN ZONE � - F���� S.F. A
TOTAL PROPERTY AREA IN ZONE � �! - �Fl Ce5'�- S.F. B
A �Ca7� = B 4lr (B,S�- "+1 x 100 = l°l•L1' %
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HARDCOVER CA ON WORKSHEET
SETBACK ZONE: (CfRCLE ONE) 0-75' 75-250' ' 250-500' 500-1000' '
EXISTING HARDCOVER IN ZONE
A. House x � _ � D S.F.
Length Width ' ,
X = S.F. �
. X = S.F. -
B. Garage x = D S.F.
C. Driveway 5c� ,o�a,,.g� x �L�. � _ `(q S.F. �
" X = � S.F.
D. Sidewalk x � � = U S.F.
. . X _ S.F.
E. Patio/Deck � x , = C� S.F. �
� X = S.F.
F. Landscape x = � S.F.
Underlain x = S.F.
By Plastic x � _ � S.F.
G. Retaining x = � O S.F.
�Walls "
� H. Other x = S.F. �
TOTAL HARDCOVER IN ZONE � � - � �I� S.F. A- •
• TOTAL PROPERTY AREA IN ZONE 22�- S.F. B
. /4 �°l = B 22�- x 100 = 43•Co %
PROPOSED NARDCOVER IN ZONE - . . '
A. House x = ' �S.F.
, Length Width '
X =. S.F.
. X _ . S.F. �
B. Garage x = o S.F.
C. Driveway ��c. .fl�.� x �.c... �1a,�.� = O S.F.
. X = S.F.
D. Sidewalk x = �S.F.
X = S.F.
E. Patio/Deck x =_ �S.F. �
X = S.F. �
F. Landscape x = O S.F. O
Underlain x = S.F. � .
By Plastic x = S.F.
G. Retaining � x = O S.F. �
� Walls
H. Other X = �
S.F.
TOTAL HARDCOVER IN ZONE - O S.F. A
TOTAL PROPERTY AREA IN ZONE - 22� S.F. B
� A o = B 22�- x �oo = � n.� %
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HARDC R CALCULATION WORKSHEET
SETBACK ZONE: (CIRCLE ONE) -75' 75-250' 250-500' S00-1000' �
EXISTING HARDCOVER IN ZONE
A. House ., �o( ± x Z�l ; = 20gjD S.F.
��Tkjo�t'� • Length X • 'I idth = `��� S.F. �,I�+GJ� �1Du��
x II = S.F.
B. Garage x II � _ � S.F.
�� � . .
_ C. Driveway �cc_ �«�+�� x � �-�c.le�Ey • _ �. �3°l�'` S.F.�
- . _ , X . �� . . - _ �°I �.S.F.�
D. Sidewalk � � x �I = S.F. � .
� . x If� _ ' S.F. ,
E. Patio/Deck x !� = S.F.
x II = S.F.
F. Landscape x I) = S.F.
Underiain x � �I � = S.F.
By Plastic x II = S.F.
G. Retaining x II = � � S.F.
� Walls .
� _
H. Other x S.F. .
'TOTAL HARDCOVER IN ZONE � � - � �-A��I S.F. A
TOTAL PROPERTY A'REA IN ZONE - �-1� CoS�' S.F. B.
A '�4-Cs+l = B �1 LoS� x 100 = �'}•°l %
PROPOSED HARDCOVER IN ZONE ' -
A. House cc. � x . 1P..,.s = ��`�3 S.F.
- Leng idth
� x I - . ���- S.F.
X II = � s.F.
B. Garage � x . I� = S.F.
C. Driveway �c o�-� x s I{ � _ �C�Z� S.F.
x II = . S.F.
D. Sidewalk x II = g� S.F.
� x . II = . S.F. �
E. Patio/Deck x II = S.F.
x �I =. S.F. . �
F. Landscape x N = S.F.
� Underlain x ll = � S.F. �t
By Plastic x �I = S.F. ��
G. Retaining x �) = S.F.
Walls �{+
I �r
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE - �`�°l`t S.F. A
TOTAL PROPERTY AREA IN ZONE ••� - 41 l�"'�- S.F. B
A�—' rl 9`�`� = B �1 (�b'� x 100 = l°(• 2 %
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HARDCOVER CALCI ION WORKSHEET -
SETBACK ZONE: (CIRCLE ONE) 0-75' � 250' 250-500' 500-1000' •
EXISTING HARDCOVER IN ZONE ' .
A. House x = O S.F.
Length Wdth •
, � x � _ - S.F. �
x . = S.F.
B. Garage x . . _ � 0 S.F. �
C. Driveway �e, �.rve.^ x oe.c.. � ��r�..� _ � Q`� S.F.
x = ` S.F.
D. Sidewalk x = � S.F.
x � = S.F. .
E. Patio/Deck x = � S.F.
� x = S.F.
F. Landscape x = � o S.F.
Underlain . x = S.F.
By Plastic x = S.F. �
G. Retaining x . . � - = o S.F.
Walls .
H. Other � x = � S.F. �
TOTAL HARDCOVER IN ZONE ' . � - � ' Q`� ' S.F. A
TOTAL PROPERTY AREA IN ZONE - 22� S.F. B
A `t°� + B _ 2Z-�- x 100 = 43• � %
PROPOSED HARDCOVER IN ZONE' . � � '
�A. House x � _ � ° S.F.
. ' Length Width .
x = S.F.
- . x = S.F.
. B. Gara9e � X = • • a S.F.
C. Driveway �- n�-� x 5 cc �►....s = 82i S.F. .
� X = S.F.
D: Sidewalk � x = � S.F.
� x � = S.F.
E. Patio/Deck x . = D S.F. �
. X = S.F. O
F. Landscape � x . _. � S.F. �
Underlain x = � S.F.
By Plastic x = S.F.
G. Retainin9 x � _ • ° S.F. ��
Walls � . �
� � H. Other x = ° S.F.
TOTAL HARDCOVER IN ZONE - �� S.F. A '
TOTAL AROPERTY�� IN ZONE _ B 2�� - 2Z'�- S.F. B
x 1C0 = 3Co.Cs %
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'� HARDC VER CALCULATION WORKSHEET �
SETBACK ZONE: (CIRCLE ONE) -75' 75-250' � 250-500' 500-1000'
EXISTING HARDCOVER IN ZONE
A. �House .(ol = x 2'l °- = Z�Do S.F.
Length Width
��+►� � 30,2 x 24.'� � _ �°l�- S.F.
x � II = S.F.
` B. Garage . X . I � = S.F.
� C. Driveway � ycG ��� x h���.. 6vrur� � � _ ��`l Y� S.F.
x II = ' S.F. �
D. Sidewalk ' x �I = a°� S.F.
. X �� = S.F.
E. Patio/Deck x �I = S.F.
x � il = S.F.
F. Landscape � x II = S.F. .
Underlain : x ll � = S.F.
By Plastic x 11 = S.F. �
G. Retaining x � �I - = S.F.
Walls . - . .
H. Other . x � = S.F..
TOTAL HARDCOVER IN ZONE � - 14Co� S.F. A
� TOTAL PROPERTYAREA IN ZONE -� - 41� [�5'� S.F. B
, A �4'Col ' + B ���C�.S�- x 100 = 1�•°1 % .
F`ROPOSED HARDCOVER IN��DNE� � �
. .A. House � �.�►S x �� ��5 = 3��t3 S.F.
.' ' Leng h II Width = ��� S:F.
��arttCl� X .
' x II = S.F.
B. Garage � x I = S.F.
C. Driveway o,cc oG,.,,s x �I ��a.�,� = 2�i�Cp S.F. �
� , � x II = S.F. �
D. Sidewalk _ x �I = `d°I S.F.
= X �� _ ". S.F.
E. Patio/Deck � x II = S.F. �
. X �� � = S.F. O
F. Landscape x il = . S.F.
Underlain � x II = . g.F, �
By Plastic x II = S.F.
� G. Retainin9 X �I . = S.F. �
. Wails
. H I - ` ' .
. Other x S.F.
TOTAL HARDCOVER IN ZONE . - 7 h42 S.F. A -
TOTAL PROPERTYAREA IN ZONE � � - 41 f�5�- S.F. B
A '1r'.�C.2 ' = B �'��5� x 100 = �'�-. � %
-�- ��-c. �����( ��� �32�.�{' — �,��+�5 r� �d�N a—��` .
� I�
. o�no� �} • � � � . � ' `
���w�y ,����T��� .
HARDCOVER CALCI�J,�ZON WORKSHEET � �
SETBACK ZONE: (CIRCLE ONE) • 0-75'� 250' 250-500' 500-1000' � .
. EXISTING HARDCOVER IN ZONE ` � .
A. House x = D S.F.
Length Width . • . .
� x = S.F. . ' � '
x = S.F.
B. Garage �x • = o S.F. ,
' C. Driveway � x � _ � `t°1 S.F. .
x = . S.F.
D. Sidewalk x = b S.F.
� x = " S.F.
. E. Patio/Deck x = � � a S.F.
x = S.F. .
� F. Landscape x � _ � S.F.
Underiain � x . �= S.F. � �
By Plastic x = S.F. �
G. Retaining x � � = d S.F.
• Wails . .
' H. Other x � . _ � o S.F. �
TOTAL HARDCOVER IN ZONE � � � . - �°l S.F: A
TOTAL PROPERTY AREA IN ZONE � - • 22'"�- S.F. B
A �°� + B �-2� x 100 = . Q-'3•C� %
PROPUSED HARDCOVER IN ZONE • • '
�A. House � x . � = o S.F.
. ' Length Width •
X . _ � S.F.
� X = � S.F. .
B. Garage � x = � S.F. .
. C. Driveway �cL ��a,�.� x --�c o1A...s = � c� S.F. •
. � x = S.F. �
D. Sidewalk x = � S.F.
� x � = S.F. �
� E. Patio/Deck x � , = o S.F.
; X = � S.F. O �
F. Landscape x� = 6 S.F. �
� . Underlain � x = � S.F.
By Plastic ' x = S.F.�
G. Retainin9 ,. x � _ . o S.F. � �
� Walls .
� ��...
� H. Other x � _ � S.F.
TOTAL HARDCOVER IIV ZONE - � S.F. A
TOTAL PROPERTY AREA IN ZONE - 22�-' S.F. B
A C> •_ B 22�- x 100 = a•o % �
ii
�'��1�� �
2335 Highway 36 W
St Paul,MN 55113
Te1651-636-4600
Fax 651-636-1311
` www.bonesVao.com
.:.
aUgust s, zoo� . , � . � �`Bortestroo
Ms. Melanie Curtis �
Planner �-°
� City of Orono _
Post Office Box 66 .
Crystal Bay, MN 55323
. Re: 2745 Shadywood Rd � ,
File No. 00013�9-07000-1
Plat No. 07-3305
Dear Melanie: .
We have reviewed the plans for 2745 Shadywood Rd, dated 7-16-07.We have the following comments
with regards to engineering matters:
• The plans should specify the rype of pervio s restoration planned for the removed driveway area.
• One of the options presented by the applicant included a rain garden located in the middle of what
� now is the driveway turnaround. If the r'�"in garden is part of the"project, the remaining driveway
may need reconstruction to direct runoff to the rain garden. The drainage area directed to the rain
garden in this location would be relatively small and little runoff from the house would reach the
rain garden.
• Another storm water treatment option �ay include creating vegetated swales along the sides of
the house extending to the south. These shallow swales could be planted similar to a rain garden
and provide storm water infiltration. These swales would treat runoff from the existing house and
proposed additions.
If you have any questions, please call me at(651)604-4894.
Yours very truly,
� BONESTR00 .
����_� .
Darren�Amundsen 1 �
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7/17/2007 2:06:42 PM � 1 � � 7of 8
Jim Zimmerman-Supplemental Hardship Documentation Form (.• .
� 2745 Shadywood Road 1
Excelsior, MN 55331
� PART VI
� Dedicated Easement for Driveway Turnaround
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CHICAGO TITLE INSURANCE COMPANY
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'SCHEDULE B
File Number: L26798 •
EXCEPTIONS FROM COVERAGE
This policy does not insure against loss or damage(and the Company will not pay costs,attorney'fees or expenses)which
arise by reason of: � �
1. Real estate taxes not yet due and payable in 94 and thereafter.
NOTE: 93 taxes are paid in full. Prior years are paid.
� 2. Special assessments hereafter levied. �
NOTE: There are no special assessments now a lien against subject premises.
� 3. � Easements for utilities in favor of the City of Orono over a strip of land 20 feet in width as
described in Document No. 781588. �
� 4. Subject to an easement for road purposes as shown in deed Doc.No. 477271, Files of
Registrar of Titles as to that part of Tract C, Registered Land Survey No. 500 which was
formerly Tract C, Registered Land Survey No. 415. •
5.- Subject to a 100 foot turn axound circle as shown in deed Doc.No.477271, Files of Registrar
of Titles as to Tracts C and D, Registered Land Survey No. 500, formerly�escribed as Tracts -
A., B and D, Registered Land Survey No. 415.
6. Together with easements for road purposes over the following described premises: Tract F,
Registered Land Survey No. 411, Tracts I and F, Registered Land Survey No. 415,Tracts C, I
and F, Registered Lafld Survey No. 358 and Tract A, Registered Land Survey No. 500 as
shown in deed Doc. No. 549162, Files of Registrar of Titles.
7. Mortgage dated October 28, 1993, filed October 29, 1993 as Document No. 2436972,
executed by James E. Zimmerman, a single person, to GMAC Mortgage Corporation of PA
, to secure $350,000.00. - �
� 8. Such matters as would be disclosed by an accurate survey. -
Countersigned
� ut orize ignatory . �
ALTAOPB 3/98
, _ . ��
� CHICAGO TITLE INSURANCE COMPANY
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SCHEDULE A
Cr� 4� ����Y� ._-- �/o,�,;� Jl/�u-c� -� . . �
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FILE NUMBER DATE O POLICY AMOUNT OF INSURANCE
L26798 Octob��r 30,1993 . $480,000.00
at 7:00 AM
The Policy amount will automatically increase by 10%of the amountll hown abwe on each of the�rst five Anniversaries of the policy date.
1. Name of Insured: -
7ames E.Zimmerman
2. Your interest in the land covered by this policy is a fee simple,unless otherwise noted in Schedule A-3 below.
3. The land referred to in this Policy is described as fli llows:
Tracts C and D,Registered Land Survey No.500,Files of Registraz of Titles,County of Hennepin.
Torrens Property. 1
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7/17/2007 2:06:42 PM { 8of 8
Jim Zimmerman-Supplemental Hardship Documentation Form
2745 Shadywood Road +
Excelsior, MN 55331
� �PART VII
Exhibit A 2765 Shadywood Rd., Orono, MN 55331
Exhibit B 2771 Shadywoodi Rd., Orono, MN 55331 �
Exhibit C 2775 Shadywood� Rd., Orono, MN 55331
Exhibit D 2800 Pleasant Rci., Orono, MN 55331
� Exhibit E 2693 Shadywood Rd., Orono, MN 55331
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Herenepin Count�P Property Maip - Tax Yearo �007
The data contatned on this page Is Aerlved from a complWtlon of records and maps and may�ontaln discrepancles that can only be dlsclosed by an accvrate survey per(ormed by a Iicensed
Wnd surveyor.The perimeter and area(square faotage and acres)are aOProximates and maY�contain dlsaepancies.The informatbn on this page should be used for reference purDases only. - �
Mennepin Counry does nat guarantee the accuracy of materlal herein contalned and Is not responsible for any misuse or misrepresentatlon of this informatbn or Its derlvatives.
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Selected Parcel Da&a Date Printed:�/so/zoo�s:32:32��+!
, Parcel ID:21-117-23-31-0�03 Current Parcel Dat�:0�/4/2007
Owner Name:7AM�S E 2YP�IWfERP9AP!
' Parcel Address: 2745 SHADYLVQ�D RD,OROWO,MN 55331
' Property Type:R�SItiENYYAL LAK ' Sale Price:$480,O�D0.00 .
• Homestead:HOMEST�AD � Sale D'ate:08/iJ93
Area(sqft): 32085 Sale Code:WAR32A�dTY DEED
Area(acres):OJ4 �
A-T-B:TORRENS �
Market ToYal:$1,341,OmO.A�
Tax Total:$i2,180.24 �
httti://wwwl 3.co.henn�it�.mn.us/N�:�rc�nertvMan/I��cat�r_a�nx (17/1�/�(lm
Hennepin County Properiy Map Print Page 1 of'1 �
�e�anepan County Property N�ap - T��c Year: 2007
ihe Cata contalned on this page is Aerived from a com0��atlon of records and maps and may contaln dlscrepancla that can onh/be disclosed by an accurate survey performed by a Ilcensed
land surveyor.The perlmeter and area(square footage�and acres)are approzlmates and may contaln dlsvepancies.The Informa[lon on thls page should be used kr reference purposes only.
Hennepin County does not guaran[ee the accuracy of materfal hereln contalned and is not responslble for any misuse or misrepresentatlon of[his Infnrma[bn or Its derivatHes. .
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Selec#ed Parcel Data � oate Printea:7/16/2007 3:44:32 PM
� Parcel ID:21-117-23-31-0003 Current Parcel Date:07/13/2007
Owner Name:7AMES E 2IMMERMAN
Parcel Address: 2745 SHADYWOOD RD,ORO(d0,MPJ SS331
Property Ty{ae:RESIDENTIAL LAK Sale Price:$480,000.00 .
Homestead:HOMESTEAD Sale Date:08/1993
Ar�a(sqft):32088 Sale Code:lNARRANTY DEED
Area(acres):0.74
A-T-B:TORRENS '
Market Total:$1,341,000.00
Tax Totai:$12,180.24
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H�nnepen Count�y Property Ma,p - Tax Year: 200a
The aata contafned on this Oage is derived from a compilatlon of records and maps and may con[ain dlscrepancies that can only"be disclosea by an accurate survey Oerformed by a Ilcensed
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Hennepin County does not guarantee the�accuracy of material here(n contained and is not respanslble for any misuse or misrepresentatlon of thls Informatfon or its derivatives.
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� Hennepin�ounty Properiy Map Print { Page l of 1
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Her�n� �n Coun� Pro ert N1a - 1'ax Year: 2007 .
I� Y � Y 1�
The data contalned on this page is derlved from a compllatlon of records and maps and may�contaln discrepancies that�can only be disclosed by an accura[e survey performed by a Iicensed
land surveyor.Tfie perimeter and area(square footage and acres)are approxlmates and ma�cantaln disaepancles.The informatbn on[his page should be used for reference purposes oniy.
Hennepin County does no[guarantee t�e accuracy of materlal hereln contalned and Is not res onslble for any misuse ar misrepresentatlon of this informatlon or its derfvatNes.
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S(?��C$�fI Pd�C@) D�td Date Prin4ed:7/10/2007 3:45:34 PM
� �•. Par�el YD:21-117-23-24-0059 � Current Parcal Date:O6/4/2007
OwnEr Name: R G&M]OGLE �
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Parcel Address: 2771 SHADYWOOD RD,ORONO,MN 55331
Pcoperty Type: RESIDENTIAL LAK Sale Price:$6.00
Homes4ead:NON-HOMESTEAD Sal�Date:/
lAr2a(sqR): 55649 � Sale Code:
drea(acres): 1.28 ,
A-Y-�:TOttRENS �
P9arket Total: $2,436,000.00 1
4ax�otal: $i8,374.72 �
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° l�`ennepin County Property Map Print � • Page 1 of 1
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H�nn�pAn Co��ty Property N1ap - 1'ax Year: 200�
The da[a con[atned on thls page Is derived from a complWtion af records and maps anE maX contaln:discrepancles tha[can only be dlsclosed by an accurate survty performed by a Ilcensed
. Wnd wrveyor.The perimeter and area(square footage and acres)are approxlma[es and may contaln dlscrepancies.The Intormatbn on thls page should be used(or reference purposes only. �
Henaepin County does nat guarantee[he acmra�y of materlal hereln contalned and is not responslble Por any misuse or misrepresen[atlon of this InPormatbn or Its derlvatNes. �
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Select�ci Parcel Data � Date Printed: 7/10/2007 3:43:16 PM
,,.� Parcel YD:21-817-23-24-0009 � Current Parcel Da4e:06/4/2007
Owner(dame: R L LITYd.E&D A LITTLE �
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Parcel Address:2775 SHADYWOOD RD,ORONO,MN 55331
Praper2y Yype: RES%DEiVTYAL LAK 1� Sale Price:$950,OOOAO
HomestQad:F909�ESYEAD + Sale Date:03/2001
Area(sqtt):30042 I Sale Code:O'9'C�lER-SE�CE�iT
Area(acres):�.fa9 I
A-T-B:'fOR&2EFd5
Market Yotal:$5,542,000.00 I
Yau Yofiai:$80,7fl7.48 � .
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Hennspin County Properiy Map Print Page 1 of 1
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He�ara��pin County Property NlaIp - Yax Year: 2007
- � The daca contalned on this page Is derlved from a compllatlon of records and maps and may contaln dlscrepancles thac can only be dlsclosed by an accurete survty perPormed by a Ilcensed
land surveyor.7he perimeter and area(square foo[age and acrw)are appraximates and m�y contain disvepancles.The Informat(an on[hls page shauld�be used for reference purposes oniy.
Hennepin Counry does not guarantee the accuracy of material hereln con[alned and Is not responslble for any misuse or misrepresen[ation of thls Informatlan or Its derivatives.
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S�?��C��d PaPC@I D3#8 Da4e PNnted: 7/10/2007 3:36:45 PM
.. • w.. Parcel %D:23-117-23-32-0004 I . Current Parcel Date:06/4/2007
Owner Name:]AMES D ECHTENKAMP ET AL
'Parcel Address:2800 PHEASANT RD,ORONO,�MN 55331
�roper�y Yyp�:RESIDEPITIAL LAK � Sale Prlce:$3,425,000.00
�omestead:HOMESTEAD I Sale Date:04/2002
91rea(sqPt): 106063 I Sale Code:
Area(acres): 2.43
d1-T-�:YO6tPiENS
, 7�Nar6cei To�al:$4,Z00,000.00
'f�x''lo�al: $41,531.56
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Melanie Curtis
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From: Jim Zimmerman [Jimz@thezimmermangroup.com]
Sent: Tuesday, August 14, 2007 1 j�11 AM
To: Melanie Curtis ='
Subject: Planning Commission Meetmg
I'm sor that I will be unable o a ' I
ry t ttend the Monday rnght Plannirlg Commission°Meeting on the 20th. I know a representative or
representatives from Lake Country Builders will be there.
Since I won't be able to attend, I thought it might be helpful to p iovide the summary I would have provided at the meeting. The key
points that I would make are as follows: I
• I have lived in this home for over 13 years and hope to live in i for 20-30 more years. The changes I'd like to make are not for
resale purposes.
• My lot is very unique and almost totally nonconforming.
•The driveway and dock easement with my neighbors forces a majority of the hardcover to be driveway. I think there is real
opportunity to cut that down and actually reduce hardcover from current levels even with the house expansion.
• I've reviewed the plans with almost all of my neighbors and I hl ve yet to find anyone not totally supportive of it.
• I know the City has a concern about my boathouse. I providedi the architect background on that issue,which I know they sent on to
you. In my six-home immediate neighborhood,the original plan,�was to have no docks on the lake side. The three houses that go over
to the Narrows all had outlots for boat docks in the channel. They have been sold ofF over time. My house and my immediate 2
neighbors had easements attached to the driveway easement, p�reventing us from having docks on the lake side. If the boathouse
went,there'd be no choice but to put a dock off the end of the point. If the goal is to improve appearances, I think that would be far
worse. When I raised the issue of putting in a dock off the point�years ago,the neighbors'reaction was very negative.
��
• I'm a lifetime member of Wildlife Forever and developed with tF�em
and the DNR the DNR's shoreline vegetation information materials.
Following that program, I've added substantial shoreline plantin�s and as part of the new project,would work with Wildlife Forever to
add effective and efficient rain garden elements.
I understand you have been very helpful in the meetings with th I architects b su estin ideas. Thanks much for that.
Y 99 9
Melanie, I look forward to meeting you in person as the processll ontinues. If you have any questions for me, please don't hesitate to
call.
Jim Zimmerman
The Zimmerman Group
(952)470-8830,x139
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Melanie Curtis ;
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From: Gregg Graton [GGraton@lak'�ecountrybuilders.com]
Sent: Friday, August 10, 2007 3:11 iPM
To: . Melanie Curtis � � �
Cc: jimz@thezimmermangroup.com
Subject: FW: Boathouse and Dock-Jim Zimmerman's P"roperty.
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Zimmermanhse.pdf ATT4068663.bct .
(59 KB) (74 B)
Melanie, .
I have attached information regarding a discussion which outlines the merits of the"Boat House"as opposed to adding a dock.Jim's
neighbors seem to prefer the"Boat House"rather than a dock.
Gregg S. Graton,AIA, RA �
Design Architect '
Lake Country Builders
339 Second Street
Excelsior, MN 55331 �
T 952.358.7319 Direct i
F 952.474.7957 I
www:lakecountrybuilders.com � 1
-----Original Message----- {
From: Lynda Williams[mailto:lyndaw@thezimmermangroup.comJ
Sent:Thursday,August 09,2007 4:54 PM j �
To: Peter Jacobson; Gregg Graton -
Subject: Boathouse and Dock
Please respond to Jim Zimmerman (jimz@thezimmermangroup.com)
I know there has been some discussion about the issue of the b I;at house versus a dock. I thought it would be helpful to provide some
background on that issue as we go forward with the planning an�review process.
When I first purchased my home 13 years ago, my intent was to have multiple watercraft. I wanted to have a larger boat,a ski boat,
and jet skis. The boathouse only allows for one boat that is a ma imum of 24 feet. Since I could only accommodate one boat, I
wanted to learn what options I had to add docks and dock spaee�, - �
I met with the LMCD to understand the rules and process to add Idock space. I was told that a property with my amount of shoreline
could have a dock that would accommodate 4 boats with 4 separate slips. I was told that a dock could be 50 feet out from shore with
the slips starting at that point. .
Once I had the data, my plan was to add a dock with three slips. � s for lacement,there is onl one lace that a dock could
P Y P
realistically go. The same easement that addresses the driveway�dictates that no dock can be placed on the Narrows side of my
property. That applies to my property and the two next to mine. My immediate neighbor does have a dock on the Narrows side, but
this in in violation of the easement. . �
It would not make sense to add a dock on the channel side, as that area is very narrow and shallow. If a dock was added there, it
would need to go out significantly further than the current boathouse, because that area is very shallow and in dry years like this, it
becomes tough to get the boat in late in the season. �
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That leaves the only place to realistically place a dock as straight�off the point. That area is also very shallow, so a dock there would
need to be 50 feet long plus the slips. �
When I shared my interest in adding a dock with my neighbors,th�ey were very strongly against it. A dock with large awnings would be
pretty intrusive and block views and also be the first thing that boaters saw as they came through the Narrows.
My neighbors urged me to stay with the boathouse and not build I�
dock. They frankly really like the boathouse and find it charming.�
I also have down lights on the boathouse that neighbors say helps them find the channel at night when they are boating.
After the feedback from my neighbors, I decided to go with a singlle boat and not add a dock off the point. I added plantings behind the
boathouse that makes the visibility of the boathouse much less. l
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To demonstrate what the property would look like with a dock off the point, I asked the surveyor to show what a 50 foot pius,4 slip
dock would look like off the point. This is done to scale. ThiS is obviously worst case scenario, but shows what a dock could look like.
As you continue discussion with city planners,this survey shows both the boathouse and the dock, so the options can be evaluated
side by side. ' � - � .
Please share this background and survey with the appropriate people aYthe city. I would be glad to discuss, if you'd like. ,
Jim Zimmerman '
(952)470-8830,x139
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Melanie Curtis �
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From: Mjocamn@aoi.com � .
Sent: Saturday, August 11, 2007 2:28 PM I
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To: Melanie Curtis �
Subject: Zimmerman Property �
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Melanie Curtis f
Orono City Planner
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We are writing to express our opinion in favor of the �modification Jim Zimmerman has planned for his property
at 2745 Shadywood Road. Having had the opportunity to visit the site and review the proposed plan, we feel it
would be a fine addition and add value to all of the neighboring properties. The lot is a unique situation,
because the home is isolated on the peninsula, out of view from the neighbors. It seems that for that reason ,
alone perhaps it would warrant some special conside�}ation. We are always looking forward to any change that
will improve our neighborhood.
Thanking you in advance for any consideration you I ay give our opinion..
Richard & Marlys Ogle
2771 Shadywood Road .
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Get a sneak peek of the all-new AOL.com. � � � ----__ �__.__.�._.__�� ___
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8/13/2007 I
Page 1 of�l �
Melanie Curtis
From: RICHARD L DELORIS LITTLE [rbonamie@msn.com] .
Sent: Saturday, August 11, 2007 9:09 PM
To: Melanie Curtis
Subject: Jim Zimmerman development plans
As neighbors of Jim Zimmerman, we would like you to know that we support )im's plans to
remodel and make additions to his home at 2745 Shadywood Road, Excelsior, MN 55331: We are
comfortable with the changes and see no reason to dispute these implementations. His current
boathouse causes no problems from what we have observed. We lend our support to his current
plans.
Dick and Deloris Little
2775 Shadywood Road •
Excelsior, MN 55331
8/13/2007
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Melanie Curtis 1 -
From: John Watson [jwats612@hotmail.com]
Sent: Monday, August 13, 2007 5:2I7 PM
To: Melanie Curtis I
Cc: Jimz@thezimmermangroup.com
Subject: Jim Zimmerman's Application for Variance--2745 Shadywood Rd
� � . �
Lakeshore.jpg (473 .
KB)
Dear Ms Curtis:
I wanted to comment on Jim's application for a variance. I lived ir a home several houses down from Jim's home beginning in 1959, so
I am familiar with the neighborhood and controversy surrounding his boathouse. During that time, no docks were allowed on the main
lake--lakeshore property owners had plotted area for a dock in the nearby lagoon.This left the laceshore unencumbered by docks,and _
Jim's boathouse was part of this approach. Ii
I have enclosed a photograph from this period showing adjoirnng property during this period.
I would like to make two points: �
1.While I understand the boathouse does not conform to curre It practise, it is vastly superior to creating a massive dock at the end of
Jim's property. �
This would be a hazard to navigation,an eyesore, and would undoubtedly irritate current neighbors. Maintaining the current boathouse
is simply a much better solution for all. I cannot imagine why anyone would encourage the construction of such a dock.
2.Jim's variance request seems extremely reasonable. He has,l clear hardship resulting from the configuration of his property and is
requesting a variance which would reduce hardcover,add a very small amount of additional space(less than 1,000 sq.ft.),and
improve the waste water management,while making his home more livable.
I encourage all to support his application �
John Watson � .
Puzzles,trivia teasers,word scrambles and more. Play for your chance to win! http://club.live.com/home.aspx?
icid=CLU6 hotmailtextlink
1
Page 1 of 1 '
Melanie Curtis
From: Rlver41275@aol.com
Sent: Tuesday, August 14, 2007 11:05 PM
To: Melanie Curtis
Subject: plans to be reviewed at Planning Comm. Meeting Aug 20, 2745 Shadywood Road
August 13, 2007
Melanie Curtis �
Orono City Planner �
PO Box 66
Crystal Bay, MN 55323
Re: 2745 Shadywood Road
Remodeling project to be reviewed Aug 20th
Dear Ms. Curtis:
I am a resident of Orono and have lived on the lake on Casco Point for 22 years. My friend, Jim Zimmerman is
in the process of developing plans to remodel his house at the above address and I would like to state my
support of his project. '
I have seen his plans and how the issues of hardcover(on an unusual lot) have been addressed throughout
the design process. The plan reflects an effort to minimize additional coverage and reduce overall hardcover
by eliminating other surtaces. The changes being made will not only enhance the appearance of his house but
create functional space in an outdated home.
I understand that the city has requested the removal of his boathouse as part of the project. To me, the old
boat houses characterize the ambiance and charm of what Lake Minnetonka is known for and should be
, preserved. I sincerely hope that his boathouse (which is tucked away and inconspicuous)will remain
especially knowing that the options would place another ugly dock and canopy in a obstcuctive Iocation. .
I hope my input will be positively considered when reviewing his plans. Thank you .
Rosemary Iversen -
2835 Casco Point Road
Wayzata, MN 55391
Get a sneak peek of the all-new AOL.com. � �
8/15/2007
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Melanie Curtis
From: bryce[bryce@plantscapeinc�com]
Sent: Tuesday, August 14, 2007 2:57 PM
To: Melanie Curtis
Subject: Zimmerman Project
I would like to lend my support for Jim Zimmerman's project located at 2745 Shadywood Rd.My wife and I have lived on Casco Pt for
23 years and believe we have a good perspective on lake issu'es.After reviewing his plans it seems to us that to require him to remove
his boathouse would be a mistake. �
The old boathouses are a part of the lakes history and should be preserved not removed.
Regards
Bryce Peterson
Landscape Architect ASLA
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RUN DATE: 6/18/2007 HENNEPIN COUNTY PROPERTY INFORMAT[ON SYSTEM(PROPERTY OWNERS LIST) PAGE: 1
38 21-117-23 23 0014 38 21-117-23 24 0004 38 21-117-23 24 0005
PHEASANT LAWN HOMEOWNERS M D&R A MEEK R G GAY&S L GAY
38 ADDRESS UNASSIGNED 2725 SHADYWOOD RD 2735 SHADYWOOD RD
PHEASANT LAWN HOMEOWNERS MICHAEL D&ROBERTA A MEEK RICHARD GAY&SUE GAY
2700 PLEASANT RD 2725 SHADYWOOD RD 2735 SHADYWOOD RD
EXCELSIOR MN 55331 EXCELSIOR MN 55331 EXCELSIOR MN 55331
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38 21-I17-23 24 0029 38 21-117-23 24 0060 i 38 21-117-23 31 0003
R G GAY&S L GAY T 141 RANDGAARD/M J BARRHTT 7R JAMES E ZIMMERMAN
38 ADDRESS UNASSIGNED 2765 SHADYWOOD RD�I 2745 SHADYWOOD RD
RICHARD G GAY&SUE L GAY THOMAS M RANDGAARD JAMES E ZIMMERMAN
2735 SHADYWOOD RD 1730 KENWOOD PKWYiI 2745 SHADYWOOD RD
EXCELSIOR MN 55331 MINNEAPOLIS MN 55405 , EXCELSIOR MN 55331
38 21-117-23 32 0004
JAMES D ECHTENKAMP ET AL .
2800 PHEASANT RD
JAMES&JEAN ECHTENKAMP
2800 PHEASANT RD '
EXCELSIOR MN 55331
I CERTIFY THAT THE FACTS REPRESENTED ARE AN URATE AND TRUE REPRESEINTATION OF INFORMATION
AS IT APPEARS THIS TE ON'I'HE RE O E HE EPIN COUNTY TAXPAYER SERVICES DEPARTMEN7'.
DATE: BY: •
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�ParcelInformation� j . DatePnnted.6/18/Z0071.50:59PM j �
�i Parcel ID:21-117-23-31-0003 , l � i
i Owner IYame:JAMES E ZIMMERMAN ' � �!
�Pareel Address:2745SHADYWOOD RD ORONO MN,55331 1 j �
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http://bugle/MailingLabels/popMap.aspx?LayerID=94&Obj ectID=190280&Buffer=150... 06/18/2007
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5. #07-3305 JAMES ZIMMERMAN,2745 SHADYWOOD ROAD,VARIANCE, 7:38 P.M.-
8:20 P.M. {�
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Peter Jacobson with Lake Country Builders and Gregg Graten,Architect,were present. �
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Curtis stated the applicant is requesting hardc�ver�and lake setback variances in order to construct -
additions to the existing home. The property is located on a peninsula of land, with almost the entire lot
� being located within the 75 foot setback. Additions were constructed to the home in 1991.
The applicant is requesting variances to allow lak�ward and upward structural expansions of the existing
home. Since over 99 percent of the property is located within the 75 foot setback area,the properly �
cannot be built on without variances. The existing home is approximately 25 feet wide and 75 feet long.
The expansions being proposed will almost double�the width and add nearly 15 feet in length. The
project also would bring the structure closer to the:lake on all sides.
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(#07-3305 James Zimmerman,2745 Shadywood;Road,Continued) �
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Staff feels the additional structural hardcover may Ue reaching a level of excess and that the property
owner currently has reasonable use of the property:�Planning Staff recommends denial of the variances:
4
Jacobson distributed and read a letter addressed to the Planning Commission from Mr.Zimmerman
regarding his project. : i
Graten stated there are four different options they would like to discuss tonight for the driveway in an �
attempt to address the issues raised by the City. Option one basically leaves the driveway as it,with the
proposal being to expand the hardcover by approximately four percent in connection with the expansion
of the house. The overall hardcover on the site is cui-rently 25.4 percent.The shoreline has been
replanted with native plantings to help filter the runoi
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Graten stated option two reduces the turnaround and lowers the hardcover by approximately two .
percent. Graten noted there is an easement that impacts their ability to some extent to construct on the
property. �
Curtis stated to her understanding there is an easement but that the City Attorney does not feel the
easement negatively impacts the property owner's ability to build on the lot. •
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Graten stated option three retains the general shape of the existing turnaround but narrows its width
down to eight feet from 12 feet,which reduces the ha jdcover to 24.48 percent. Option four eliminates
the turnaround entirely. In addition,the property owner is proposing to add additional plantings and a
rain garden within the center of the turnaround. �
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Kempf noted the City Engineer had recommended that the driveway be repaved as part of the rain
garden project. �
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Graten stated they would verify that the driveway is sloped adequately to drain the water toward the rain
garden. Graten indicated they are proposing to changeSthe pitch of the roof and would be willing to
work with the City on that issue. I
Jacobson stated the easement, in their opinion, does impact their ability to construct on the lot.
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Curtis stated she did attempt to get that statement by the city attorney clarified but that it was his �
understanding he did not feel the easement had any impact on the ability to build on the lot.
Jacobson reiterated that in his view the private easement does have some impact,with the easement
being given to allow for turnaround in the event of an emergency. Jacobson stated they are attempting
to keep the hardcover at the current level and that they are here to obtain some guidance from the
Planning Commission on the driveway. .
Chair Kempf opened the public hearing at 7:58 p.m.
Thomas Rabdgaard,2765 Shadywood Road, stated he is basically here to see what is allowed on this lot
because he is considering rebuilding on his lot.
(#07-3305 James Zimmerman,2745 Shadywood Road,Continued)
Chair Kempf closed the public hearing at 7:59 p.m.
Kempf concurred that this is a hardship lot.
Kroeger asked if the easement would affect options three and four.
Graten stated it would affect option four and the easement may have to be renegotiated.
� Curtis�concurred that the easement issue would need to be clarified and that she would be speaking with
the City Attorney again on that issue.
Kroeger stated the applicant is proposing to add approximately 1200 square feet of hardcover.
Kroeger noted a number of letters were received requesting that the boat house be allowed to remain. �
Graten stated if the boat house is removed,the properly owner would be allowed to have a dock and a
boat and jet skis parked out there,.and given the aesthetics,the property owner, along with the
neighbors,would prefer the boat house.
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Kempf stated he would prefer the boathouse. �
Rice stated she is undecided about the application since the property owner has reasonable use of the
property currently.
Winer inguired whether there is a homeowners association for this neighborhood and whether the
homeowners association owns the easement.
Graten stated he is unsure at this time who has ownership of the easement.
Curtis indicated Staff would look into that issue.
Kempf inyuired whether the proposed additions are all over existing hardcover.
Graten stated portions of the project are over existing hardcover. Graten demonstrated on the overhead
the portions of the project that would be constructed over existing hardcover.
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Curtis noted Exhibit D to the Planner's Report ill�strates the existing hardcover on the lot.
Kempf stated this is definitely a hardship lot and noted that cunent structural coverage is at 13 percent.
Kempf stated he does not perceive that the expansions would negatively impact the view of the
neighbors. Kempf inquired whether what the height of the new roof would be.
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Curtis stated the highest point of the roof would be at 29 feet.
Kempf commented he likes the step-down of the��ofline to help reduce the massing of the structure and
that he does not see the addition toward the garage�end of the property as adding considerably to the
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. (#07-3305 James Zimmerman,2745 Shadywood,IRoad, Continued) ,
massing. Kempf expressed concerns regarding theladdition toward the pomt as givmg the appearance of
a substantial amount of massing. �I
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Curtis stated there may be a possibility that during construction the house would be cut down to the cap
and would be rebuilt. Curtis inquired whether the Planning Commission has any concerns if this
becomes a part of the project.
Jacobson stated they are attempting to come up with a plan for adding to the house and that they have
not thought about aspect. Jacobson stated he did no think about removing the house down to the cap.
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Kroeger asked if the house is on a slab. ! � �
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Graten stated it is a slab on grade. '�
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Curtis stated she wanted to bring that issue up so that all the parties would be aware of it.
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Jacobson stated as part of the next step they would be�looking at that more closely.
, ��Winer stated she would be in agreement with sticking`�more closely to the existing patio slab.
Kroeger stated his understanding of the hardship citedlby the property owners is the need to upgrade the
� house to fit in more with the neighborhood. � ' .
Graten stated that is a portion of the hardship but that there is a large portion of hardcover dedicated to
the turnaround,which makes it•difficult to build on the lot without doing a lot of modification to the
. driveway in exchange for the new hardcover. , j
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Kempf stated the properly owner has reasonable use of�the property currently but that what is being
proposed for this lot in this neighborhood is not excessive.
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�Jacobson commented it is di�cult to define what reasonable use is for every person and that how a
house fits into a neighborhood should be taken into account. Jacobson noted they are also proposing to -
� make improvements to the lot to address environmental4 issues relating to the lake.
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Kroeger indicated he is in agreement with the comments made earlier by Chair Kempf on the visual
impact of the expansions from different points on the lot and that he would like to see the expansion
toward the point be modified. I
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Kempf stated if the expansion toward the point were eliminated,he would not be opposed to the project.
Graten indicated he would speak with the property owner to see if he would be willing to relocate the
screen porch elsewhere. . ' -
Kempf commented that it probably would not be acceptable to relocate the screen porch on either side
� of the house and that the property owner may have to consider eliminating that.
(#07-3305 James Zimmerman,2745 Shadywood Road,Continued) �
Jacobson inquired whether the height of the structure is an issue. �
Curtis stated it does meet the City's 30-foot height restriction.
Kempf indicated he would prefer option three for the driveway.
� Winer and Kroeger stated they also prefer option three.
Kempf inquired whether.they would like the application tabled to allow them time to redesign their
plans. .
. Jacobson requested the application be tabled.
Winer moved,Kroeger seconded,to table Application#07-3305,Lake Country Builders on behalf
of James Zimmerman,2745 Shadywood Road. VOTE; °Ayes 4,Nays 0.
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5. #07-3305 JAMES ZIMMERMAN,2!745 SHADYWOOD ROAD,VARIANCE,7:38 P.M.-
8:20 P.M.
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Peter Jacobson with Lake Country Builders and Gregg Graten, Architect,were present.
Curtis stated the applicant is requesting hardco i er and lake setback variances in order to construct
additions to the existing home. The property is located on a peninsula of land,with almost the entire lot
being located within the 75 foot setback. Addit�ons were constructed to the home in 1991.
The applicant is requesting variances to allow lakeward and upward structural�expansions of the existing
home. Since over 99 percent of the properly is located within the 75�foot setback area,the property
cannot be built on without variances. The existing home is approximately 25 feet wide and 75 feet long.
The expansions being proposed will almost double the width and add nearly 15 feet in length. The
project also would bring the structure closer to ttie lake on all sides.
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(#07-3305 James Zimmerman,2745 Shadywoid Road,Continued) ,
Staff feels the additional structural hardcover m y be reaching a level of excess and that the property
owner cunen t ly has reasona b le use o f t he propert'y. Planning Staff recommends denial of the variances.
Jacobson distributed and read a letter addressed tIO the Planning Commission from Mr.Zimmerman
regarding his project. , �
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Graten stated there are four different options theyl,would"like to discuss tonight for the driveway in an
attempt to address the issues raised by the City. Option one basically leaves the driveway as it,with the
proposal being to expand the hardcover by approximately four percent in connection with the expansion
of the house. The overall hardcover on the site.is�currently 25.4 percent.The shoreline has been
replanted with native plantings to help filter the runoff.
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Graten stated option two reduces the turnaround a I d lowers the hardcover by approximately two
percen t. Graten note d t here is an easement that.impacts their ability to some extent to construct on the
property. �
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Curtis stated to her understanding there is an easement but that the City Attorney does not feel the
easement negatively impacts the property owner's'ability to build on the lot.
Graten stated option three retains the general shape�of the existing turnaround but narrows its width
down to eight feet from 12 feet,which reduces the hardcover to 24.48 percent. Option four eliminates
the turnaround entirely. In addition,the property 'owner is proposing to add additional plantings and a
rain garden within the center of the turnaround. ��
Kempf noted the City Engineer had recommended that the driveway be repaved as part of the rain
garden project. ' .
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Graten stated they would verify that the driveway is sloped adequately to drain the water toward the rain
garden. Graten indicated they are proposing to charige the pitch of the roof and would be willing to
work with the City on that issue. {�
Jacobson stated the easement, in their opinion,does impact their ability to construct on the lot.
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Curtis stated she did attempt to get that statement by the city attorney clarified but that it was his
. understanding he did not feel the easement had any impact on the ability to build on the lot.
Jacobson reiterated that in his view the private easement does have some impact,with the easement
being given to allow for turnaround in the event of an emergency. Jacobson stated they are attempting
to keep the hardcover at the current level and that they are here to obtain some guidance from the
Pla�►ning Commission on the driveway.
Chair Kempf opened the public hearing at 7:58 p.m.
Thomas Rabdgaard,2765 Shadywood Road, stated he is basically here to see what is allowed on this lot �
because he is considering rebuilding on his lot.
(#07-3305 James Zimmerman,2745 Shadywood Road,Continued)
Chair Kempf closed the public hearing at 7:59 p.m.
Kempf concurred that this is a hardship lot.
Kroeger asked if the easement would affect options three and four.
_ Graten stated it would affect option four and the easement may have to be renegotiated.
Curtis concurred that the easement issue would need to be clarified and that she would be speaking with �
the City Attorney again on that issue. �
Kroeger stated the applicant is proposing to add approximately 1200 square feet of hardcover.
Kroeger noted a number of letters were received requesting that the boat house be allowed to remain. -
Graten stated if the boat house is removed,the property�owner would be allowed to have a dock and a
boat and jet skis parked out there,and given the aesthetics,the property owner, along with the
neighbors,would prefer the boat house.
� Kempf stated he would prefer the boathouse.
Rice stated she is undecided about the application since the property owner has reasonable use of the
property cunently.
Winer inquired whether there is a homeowners association for this neighborhood and whether the
' homeowners association owns the easement.
Graten stated he is unsure at this time who has ownership of the easement.
Curtis indicated Staff would look into that issue.
Kempf inquired whether the proposed additions are all over existing hardcover,
Graten stated portions of the project are over existing hardcover. Graten demonstrated on the overhead
the portions of the project that would be constructed over existing hardcover.
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Curtis noted Exhibit D to the Planner's Report I�llustrates the existing hardcover on the lot.
Kempf stated this is definitely a hardship lot and noted that current structural coverage is at 13 percent.
Kempf stated he does not perceive that the expansions would negatively impact the view of the
neighbors. Kempf inquired whether what the height of the new roof would be. '
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Curtis stated the highest point of the roof would�be at 29 feet.
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Kempf commented he likes the step-down of the roofline to help reduce the massmg of the structure and
that he does not see the addition toward the garage end of the property as adding considerably to the
. � � •
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(#07-3305 James Zimmerman,2745 Shadywo�Od Road,Continued)
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� massing. Kempf expressed concerns regarding the addition toward the point as giving the appearance of
a substantial amount of massing. I
Curtis stated there may be a possibility that duri Ig construction the house would be cut down to the cap
and would be rebuilt. Curtis mquired whether the Planning Commission has any concerns if this
becomes a part of the project. � � �
Jacobson stated they are attempting to come up w�th a plan for adding to the house and that they have
not thought about aspect. Jacobson stated he d�d not think about removing the house down to the cap.
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Kroeger asked if the house is on a slab. � � � .
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Graten stated it is a slab on grade. '�
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Curtis stated she wanted to bring that issue up so that all the parties would be aware of it.
Jacobson stated as part of the next step they would�be looking at that more closely.
Winer stated she would be in agreement with sticking more closely to the existing patio slab.
Kroeger stated his understanding of the hardship ci�ed by the property owners is the need to upgrade the
house to fit m more wrth the neighborhood.
Graten stated that is a portion of the hardship but that there is a large portion of hardcover dedicated to
the turnaround,which makes it di�cult to build on`the lot without doing a lot of modification to the
driveway in exchange for the new hardcover. �
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Kempf stated the property owner has reasonable usei of the property currently but that what is being
proposed for this lot in this neighborhood is not excessive.
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Jacobson commented it is difficult to define what reasonable use is for every person and that how a
house fits into a neighborhood should be taken into account. Jacobson noted they are also proposing to
make improvements to the lot to address environmental issues relating to the lake.
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Kroeger indicated he is in agreement with the comments made earlier by Chair Kempf on the visual
impact of the expansions from different points on the lot and that he would like to see the expansion
toward the point be modified. �
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Kempf stated if the expansion toward the point were eliminated,he would not be opposed to the project.
Graten indicated he would speak with the property owner to see if he would be willing to relocate the
screen porch elsewhere. � �
Kempf commented that it probably would not be acceptable to relocate the screen porch on either side
of the house and that the property owner may have to consider eliminating that.
(#07-3305 James Zimmerman,2745 Shadywood Road,Continued) � �
Jacobson inquired whether the height of the structure is an issue.
Curtis stated it does meet the City's 30-foot height restriction. �
Kempf indicated he would prefer option three for the driveway.
Winer and Kroeger stated they also prefer option three. �
Kempf inquired whether they would like the application tabled to allow them time to redesign their
plans.
Jacobson requested the application be tabled. �
Winer moved,Kroeger seconded,.to table Application#07-3305,Lake Country Builders on behalf
of James Zimmerman,2745 Shadywood Road. VOTE: Ayes 4,Nays 0.
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Draft PC Minutes—September 17,2007 i
1
#07-3305 LAKE COUNTRY BUII,DER�I ON BEHALF OF JAMES ZIlVIl�ZERMAN,2745
SHADYWOOD ROAD,VARIANCE,6:06 P.M.—6:30 P.M.
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Gregg Graten,Jim Zierman,and Peter Jacobson, Lake Count�Bui�lders,were present.
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CurEis noted this application was tabled at a previ.Gus Planning.Commission eetin followin a
detailed discussion of the proposal. The applicant is r quesfing=7 foot hardc vegan�ake g
setback variances in order to construct addit�lons t the existing'home an h�e proposed tw�o new
options. Option 1 includes a pergola with a`'existi patio a��the sound end of the rop rty�at the
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pomt, and Option 2 mcludes a screen porch�ith a balcon'y above. �'
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On Friday Staff received an e-mail with pictures�of fhe properry attached,��vhich was forwarded to
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the Commissioners. It appears the appl�cant has responded to the�direction given at the August
Planning Commission meeting by sub�ittmg4 Opt on���aff feels t�he revised proposal is more
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reasonable than what was ori ina'll�� ro�o ed. The inassin �
$� y� p I � �g on.th�_e point end of the property has
been somewhat minimized. The he�ght of th i structu"re contin�s to meet Code requirements and
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the rooflines are not extre e�. '�'h�continuel to be a,per.go'a over the existing patio on the point
end of the home. The pe�la does�continue t�o the structural coverage level and minimall to the
overall structu"""�ra]'�"°m`a'ssing on t e lot. �±
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dn addition�,Staff has receaved information om the City Attorney confirmin the a licant's
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, positio on the easemen for a turn�around. V�ile it may not function as a turnaround for the
°' ��neig b rnood,the fire mars�h'a7 rnai�'ntairis that��residence located 150 feet from the public
roadway m st,provide a turn'�aroun�for emerg I ncy vehicles. The turnaround should not be
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nanower,than l�0 15 fe"e m v�d h. This wo�ld require the hardcover in the existing driveway
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to be mainta� ed at its curren�width. �
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Staff feels the property is currently being put to reasonable use and to further the nonconformities
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with the proposed additions is excessive. Staff�continues to recommend denial. However, should
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the Planning Commission find that the applica I's revised plans meet their direction,then an
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approval recommendation should be forwardedjto the City Council for their review. Curtis noted
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the requirements of the fire marshal dictate the need for revised hardcover calculations.
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Graten stated they have revised the drawings following the August Planning Commission meeting
and have lowered the roof height by approximately 2.5 feet. The existing roof pitch at the front
r- of the house contains a 4:12 pitch. Graten requested the option slightly to revise the
configuration for aesthetic reasons. ,
Jim Zierman distributed photographs to the Commi�ssion�ers d,e,�picting the�property. Zierman
stated there are a number of trees that block the vsew from the lake,which would help to block
any massing of the structure.
Peter Jacobson stated based upon the comments of the Pianning Commission,they`revised their
plans to reduce the pitch of the roof and kept the hardco er a:the.existing levels. Jacobson
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indicated they would prefer Option 2 and that�it is not:against the norm to have a porch.
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Rice noted this application was tabled a"tthe,last meeting.and that>she is the only one of the
commissioners at tonight's meeting wh��was in att'`endanc�e at�that meeting. Rice stated she had �
� expressed concern at that time that�he p operty�as"'�already�able�to,lie put to re�sonable use. �
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Graten inquired whether the Planning Commission,:�yas�pr.ovided with information.on the rain
gardens.
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Curt�s stat�ed the Commissioners were�provided with the Planner's Report,the exhibits, and the
.m utes'from las month's mee ing,whi'h"do�include information on the rain�ardens. .
,Kang stated her concern with constructing the porch on the point is that during the winter there
would not e�as�much scree�ng and that she is unsure what the visual impact would be from the
lake ur-ing the wi'nter m�ths. '
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Zierman stated it woul�d.,be difficult to see that area given the location of the porch.
Acting Chair Berg opened the public hearing at 6:17 p.m.
There were no public comments regarding this application.
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Acting Chair Berg closed the public hearing at 6:17 p.m.
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Zullo stated she did review the entire application and that she does not see a need at this time for
allowing an increase in use. I .
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Zierman commented that is a different direc ion than what the�"°y rec�e�i�d�at the last Planning
Commission meeting.
Rice noted that two commissioners had indicated�the porc�h�o ldrb�cceptable ut th"at�he other
two commissioners did express some conce II s about the location. ' 4` �
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Zullo reiterated that the property is able to be put to reaso able use at tfie,present time.
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Zierman stated it was his understanding that the Planning Commission wasjready to approve the
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application if the porch was removed. �
Curtis stat�d Commissioner Rice did express1that concern with the porch and that the majority of
the direction from the Planning Com�ission di�d com�e fr m tw�O of the commissioners. The
meeting ended with the a p�atio�being tabli d to�a�low;,th�pplicant to revise his plans. Curtis
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stated the minutes do reflect w,hat went on at the meeting and that Commissioner Winer also
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expressed.the s�ame concerns as Coxnmissioner Rice.
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� erg:stated ty�t]_e Plarining Commission will discuss a number of issues but not every
�issue�will be discussed at e�ery`e.eting. �
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ZYe an stated in the Planner's Report it said that they have addressed the issues, and that if the
issues ar,e addres ed,the�omini�on would volte on it and forward their a lication
pp to the city
council. ��� � - � �
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Berg noted Staff's recommendation is to deny tl e application and that it appears the
c o m m i s s i o n e r s p r e s e n t a t t o n i g h t's m e e t i n g a r e no t in favor o f t he app lication. ,
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Graten stated in attendance at]ast month's meeting were two commissioners that were in favor of
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the application and that they were willing to vot�e on the application. Graten inquired whether it
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would be possible to table the application and have`it:.�on next month's agenda when those
commissioners would be present. '
Curtis stated she is unsure whether an approval vote would have been the result of a vote at last
month's meeting and that she had the understanding�at the end of the meeting that Commissioner
Winer preferred Option 3. ” . � s�,., � �
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Zierman stated he would like to have the application;tabled to next month's meeting.
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Zullo noted new hardcover calculations would also °��clsto be§ubmitted. ��
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Curtis stated Staff would be comfortable with submittal��hose prior to�the Council meeting.
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Jacobson concurred that the a lication shou�obab�tabled until�►ext month when the
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other commissioners are present. Jacbbson stated they did address the issues that were raised at
�° :. �. � ����,.
last month's meeting and that they did revi�e�,their plansaaccordingly. In making the revisions, .
' they submitted two options for e �v�w t�oriight an�d tk�at=to,th�und standing they have addressed
what they were required to. ��'-?_�
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Berg stated there is a possibility that two of tonight's�c:ommissioners would not be present at next
month's eeting. � , .
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erg inquire�rwthey would like the application#abled.
�� �`7aco�b`"son stated they would � �
Rice moved,Berg�sec,�onded,�to table Application#07-3305,Lake Country Builders on
behalf of�es Zimmerman,2745 Shadywood Road. VOTE: Ayes 4,Nays`0.
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#07-3317
11 October 2007
Page 1 of 4
Date Application Received: 8/22/07 ;
Date Application Considered as Complete: 9/27/07
, 60-Day Review Period Expires: 11/27/07
�To: Chair Kempf and Planning Commission Members
Ron Moorse, City Administrator
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- From: Melanie Curtis, Planning & Zoning Coordinator
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Date: 11 October 2007 �
Subject: 07-3317, Daniel Hessburg on behalf of Hessburg Development Inc., 774
Tonkawa Road, Lot Area,'�Lot Width, 75'-250' and 250'-500' Hardcover
_ _ •_ After-the_fact Variances, Public Hearing
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Zoning District: LR— 1 B, One Family Lakeshore Residential District (1 acre min.)
Lot Area: 0.36 acres (15,659 s.f.)
Lot Width: 74' @ shoreline; 6� ' @ 75' setback (140' required)
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Application Summary: Applicant requests the following after-the-fact approvals in
conjunction with a newly constructed home:
� 1. Hardcover variance to permit 30.3% existing hardcover within the 75'-250' zone
. where 27.2% was previously approved.
2. Hardcover variance (and CUP for�grading) within the 0-75' zone to construct an �
in-grade stair system with walls consisting of 360 s.f. of hardcover where 270 s.f.
was reviousl a roved and existin . -
Staff Recommendation: The Planning Commission may, if they determine the
� changes made to the site plan by jl the applicant are reasonable, forward a
recommendation for approval to the City ,Council. Should the Planning Commission feel �
that there are areas for hardcover reductii n; the applicant should be given very specific �
direction. {
Pertinent Zoning Ordinance Sections �
Sec. 78-1286. Topographic alterations/grading and filling. "
Sec. 78-1288. Hard cover limitations. j
List of Exhibits
Exhibit A - Application
Exhibit 8- Mardship Documentation Form
Exhibit G- As-Built Survey& Hardcoveri Calculations �
Exhibit D- Approved Plans/Building Permit survey
Exhibit E- Resolution No. 5377 i
Exhibit F- Council Memo of 7/19/07 {
Exhibit G- Council Minutes of 7/23/07 �
Exhibit H- City Engineer Comments
Exhibit l- Plat Map
. Exhibit J- Applicant's Drain tile plan
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#07-3317
. 11 October 2007
Page 2 of 4
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Background
In 2005, the applicant submitted plans and worked through the variance'review process,
revising plans in response to Planning Commission concerns. Based on a specific set of
building plans and site plan which Planning Commission and Council found acceptable,
lot area and lot width variances for a house were granted in addition to a hardcover
variance within the 0-75' zone to allow�360 s.f. of hardcover where 270 s.f. was �
previously approved within the 75'-250' zone permitting 27.2% hardcover where 25% is
normally allowed for the new residence.
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LOT ANALYSIS WORKSHEET .
Lot Area/Width
LR-1 B Lot Area Lot Width �
Re uired 43,560 s.f. 1.0 acres 140'
Actual 15,659 s.f. (0.36 acres) �4' @ shoreline
61 75 setback
Setbacks
LR-1 B Required Existing Proposed
Front N/A N/A N/A
Rear street 30' 29' 30'
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� � Left Side (north) 10' � 22�d tached ara e 10'
Right Side (south) 10' 5.6' house 10' house
7'detached ara e 16' ara e
,
Lakeshore 75' 98odeckSe -130'
Avera e Lakeshore 90'-95' S-N Com liant Com liant
StructuraF Covera e � �
Total Lot Area Total Structural Coverage
15,659 s.f. (0.36 acres) Allowed: 2,349 s.f. (15%)
' Pro osed: 2,349 s.f. 15%
Hardcover Calculations
Hardcover Total Area in Allowed Previously As-Built/Existing
Zone Zone Hardcover Approved Hardcover
Hardcover �
0-75 5,240 s.f. 0 s.f 270 s.f. 360 s.f.
0% 5.2% 6.8%
75-250 2,354 s.f. 2,563 s.f 2,857 s.f.
' 9,417 s.f. 25% 27.2% 30.3%
250-500 301 s.f. 459t s.f 459±s.f.
1,002 s.f. 30% 45% 45%
*After exclusion of fabric or plastic-lined landscape beds
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' #07-3317
. 11 October 2007
Page 3 of 4
Hardcover Variances
During the inspection process, Bruce Vang, Orono's building inspector noted that the
site grading and hardcover did not match the approved grading plan and the hardcover
exceeded approved levels. Additionally�the applicant conducted grading within the 0-75'
zone to construct an unpermitted lake access stair.
Today's as-built plan reflects excessell in hardcover within the 0-75', 75' -250', and
250';-500' zones. Within the 0-75' zon�e where an allowed, existing wooden staircase �
(270 s.f. of allowed hardcover) previously existed there is 360 s.f. or 6.8% hardcover and .
an uncalculated amount of earth move'ment. Within the 75' — 250' zone there is 2,857
s.f. or 30.3% hardcover where 2,563 s.f.lor 27.2% was permitted.
The applicant altered the approved gr��ding plan by conducting unpermitted grading,
installing unpermitted boulder retaining �walls and installing an unpermitted underground,
drain-tile system. The City's Engineer has reviewed the plans submitted after-the-fact by
the applicant's landscape contractor regarding the drain-tile system.
Per the conditions of the Resolution, staff is asking the Planning Commission to
determine whether the increases in hardcover are the result of unforeseen grading
issues and are still in keeping with the;�intent of the variance approval or if corrections
and hardcover reductions should be made. The existing hardcover and grading is
reflected on the newly submitted as-built (attached as Exhibit A). While the grading
appears to work, the hardcover exceeds the level that was approved. The additions in
hardcover are essentially changes to th�e driveway, and sidewalk, as well as extensive
boulder retaining walls which were not o iginally proposed, but may Have been the result
of incomplete site survey and a grading'�plan which couldn't be achieved or choices with
site grading without understanding the ralmifications of those choices.
The applicant has installed downspouts which drain to the underground, drain-tile
system which prevents�the excess water�from draining off of the roof and across the site.
However any proposed excesses in hardcover or significant changes to an approved
plan should first be discussed with the�Planning Department and consideration should
be given to City Council approved plans j
It should be noted that the previous approvals reflected hardcover of s. . or 5.2% in
the 0-75' zone. This hardcover consisted of a stairway access to the lake and was
permitted hardcover. A hardcover variance for the 0-75' zone was not required at that
time.
Hardship Statement
Applicant has provided a brief hardship statement in Exhibit B, and should be asked for
additional testimony regarding the application.
IIHardship Analysis i '
ln considering applications for variance, the Planning Commission shall consider fhe effect of the
proposed variance upon the health, safety and welfare of fiie community, existing and anticipated
tra�c condifions, light and air, danger of fire� risk to the public safefy, and the effecf on values of
property in the surrounding area. The Planning Commission shall consider recommending approval
for variances from fhe literal provisions of the Zoning Code in insfances where their strict
enforcement would cause undue hardshlp �because of circumstances unique to the individual
property under consideration, and shall recommend approval only when it is demonstrated fhat
such acfions will be in keeping wifh tire spirif and intent of the Orono Zoning Code.
T �
#07-3317
11 October 2007 �
Page 4 of 4 .
The applicant has employed a number of different methods of dealing with the storm
. water from the site; rain gutters, downspouts directed to an underground drain tile
system, additional grading and installation of retaining walls. Staff finds that while these
methods are effective they require permitting and review by the City Engineer. The
Engineer's comments are attached as Exhibit F. The applicant has been repeatedly
. asked to have the underground drain tile system incorporated into the "as-built" survey.
To date that has not been completed. .
Issues for Consideration
1. Should hardcover reductions be required in an effort to be consistent with the
previously approved variance on this lot? Or has the applicant provided the
minimal hardcover necessary in order to mitigate the discrepancies in the survey
and the house plans?
- 2. Are there any other issues or concerns with this application?
Staff Recommendation
The Planning Commission may, if they determine the changes made to the site plan by
the applicant are reasonable, forward a recommendation for approval to the City
Council. Should the Planning Commission feel that there are areas for hardcover
reduction; the applicant should be given very specific direction.
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City of Orono
Va ri a n c�e A i' ' �
, pp ication
StreetAddress: I� Application# �1 —��1
O��� 2750 Kelley Parkway Date Received: _ $•ZZ.(S(
O Orono, MN 55356 I� Amount Paid:��Zpb.O�
- Staff:
Main: 952-249-460.0 Fee: $600-
`� � fax: 952-249-4616�
`� ti Renewal: $300
� p� . Mailing Address: �
r '�' P.O. Box 66 --�After-the-fact: $1,200 Double Fee
����¢ . Crystal Bay, MN 55323-0066 .
ll- .
This application form must be completed in full. AI pplicant will be notified within 15 days as to the status of the
app�ication. Incomplete applications will not°be placed on Planning Commission Agendas. .
PROPERTY INFORMATION: 1
Site Address: 7 7 y ��y/�� r,�� � �� .
Property Identification Number (PIN): 0�'J + Il� " 2-3 � 34� q
(Attach legal description to application if not included on the survey.) �
Date Property Acquired (mon h/year): /o o.S'❑ Yes, I own the adjacent parcels.
�Present use of.property: �Residential ❑i Other � � � �
� Zoning District: .
APPLICANT INFORMA�/ION' (Complete leg I+ames and marital status required for each interested party)
Name: ��E v �/�ss�.�q f��s r c�-�� .�1''er��s-
Phone (home): ,�-z -�,f7?. - s�-'���.. II Phone wo�k :
� ( ) ���.�"—�i.��
�Complete Address: -3�� .�.��, � �„�.O �,� ,;�'�.-�.- �s°���` .
�
Email: c�.L..r°�.�'rl-�-�����C�s��-'-�. ��-�... Fax: '�.s�i .�.5'8` ,�i3/'
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OWNER INFORMATION: (Complete legal namil and marifal status required for each interested party)
Name: ,�cr.,ry� i� , . .
Phone (home): I� Phone (work): . �
Complete Address: j�
Email: I� Fax: �
DESCRIPTION OF REQUEST: � , �II . Estimated Project Cost: $ �� .
Des ibe the reque in detail attac ddifion�I eets if nec�ss�ry):
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REQUIR�9l�TTALS: � .
All of the following information must be submitted by the application deadline date in order for your ''�
application to be processed. `
❑ Pre-Application Meeting Form, completed by a City Planner.
❑ Completed Application Form .
Completed Hardship Documentation Form 2j�D�
�Certified Property Owners List— owners wi#hin 1�' of the subject property, labels and plat map.
List, labels and map may be obtained from Hennepin County Department of Finance,
Government Center, A-603 300 South 6th Street, Minneapolis, telephone 612-348-5910
❑ Original Certificate of Survey (signed by a ficensed surveyor), meeting all the requirements .
listed within this packet, including hardcover calculations. Two original (scaled) versions and �
provide one copy 8.5" x 11" or 11" x 17" for reproduction.
❑ Completed hardcover calculation worksheets (as provided within the variance packet).
� Topographic survey — including existing and proposed elevations, and proposed grading and
. drainage. *For lakeshore properties the contours should be shown extending 50' into the
� adjacent properties. Provide one copy 8.5" x 11" or 11"x 17"for reproduction.
❑ Sketches or plans of floor and elevation views (two scaled and one copy 8.5"x 11" or 14"x 17"):
* For "rebuild" or "remodel" projects the applicant should provide an additional elevation plan
illustrating the proposed addition/new home envelope-buerlapping the existing. Additionally, all
� � setbacks should be shown three=dimensionally,on the' 'elevation` drawings. *see staff for more �
information. �, _ .� . � .
❑ For rebuild and remodel projects a neighborhood perspective elevation view may be required.
*see staff for more information on this reguirement. • '
❑ Additional items may be requested by City Staff depending on the scope of the project. * "
APPUCANT'S ACKNOWLEDGEMENT: -.
The applicant hereby agrees to provide all information required or requested by the Planning
. Department, agrees to pay additional fees (staff time not covered in the original fee payment) and/or .
consultant expenses incurred in review of this application and certifies that the information supplied is
true and correct to the best of his/her knowledge. The applicant recognizes that he/she is solely
responsible for submitting a complete application being aware that upon failure to do so, the
staff has no alternative but to reject it until it is complete or to recommend the request for
denial of the request its pot ' I erit. �
- Applicant's Signa ure: ' Date: �'�y z�—�7 .
Applicant's Signature: � Date:
OWNER'S ACKNOWLEDGEMENT: - .
The owner hereby acknowledges and agrees to this application and further authorizes reasonable
entry onto the property by City Staff, consultants, agents, Commission & Council Members for
purposes of inve ' erification of this c ues
Owner's Sig ature: � � Date: S�Zva7 .
Owner's Signature: - Date:
Applicant must have all submittals into the City offices 25 days before the Planning Commission
Meeting. Pfanning Commission Meetings are norrnally held on the third Monday. of each month..
Applicants must be present at all scheduled review meetings of the Planning Commission and �
Council. If an applicant is unable to attend a scheduled meeting, please make arrangements to
have an authorized representati�re attend in place of the applicant and advise the City Planner
assigned to your„projecty �. �-
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DATA PRIVACY ADVISORY
�
. In accordance with M.S. 13.04, Subd. 2, "Rights of��subjects of data", we would like to inform you
that your request for a permit or license from the City of Orono or any of its departments may
require you to furnish certain private or confidential information.
You are notified that: �
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1. The information you furnish will be used to determine your qualification for the permit or
license requested. . �I
2. You may refuse to supply data, but refusal may require that the City deny the permit or
� license. i�
3. The information may be shared with i;ther local, state or federal agencies to the extent
necessary to process the permit or license. . �
4. If your requested permit or license re��uires Council action to approve, some information
may become public. jf
5. You have certain rights under M.S. 13.04 (see following page) to review private data on
yourself. � .
6. Your full name is required to process his application or permit.
�.�c,v.'c/ ���"/P�ssf�r� �'I s. /��s�s��� ,`�,yr,s ' .
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. �- � HARDSHIP DO�CUMENTATION FORM
This form is a required submittal for ALL variance applications. An application
will not be considered complete or pla�ced on any meeting agendas until this form is
complete and submitted to the City � . �
. . �
Minnesota State Statutes Section 394�27, Subdivision 7 requires that a hardship be
demonstrated in order for a variance to be granted. The hardship must be unique to the �
property as variances run.with the land and not the land owner. Persona/and economic
. situations are not considered valid hardships. In order for an application to be heard by
� the Planning Commission and City Council a hardship having merit must be
demonstrated. .
�-:�::�s�� ! o!?�b�A !-!QRns.y�e.�
�� This form has 12 points outlining the basis City staff uses to determine if a hardship
exists and how the variance will affect the surrounding community. To prove a hardship,
address all the relevant points listed belo'1w and answer them as clearly as possible. �
Smce you are requesting the code exception, you have the burden of proving that the
variance is justified. The information tfie City receives is what is used in determining a
. denial or approval recommendation. If you leave something out it will not be considered.
Please address each of these hardship cI'iteria as they relate to the request (some may
not aPP�Y)� I�
1. "The property in question cannofi be put to a reasonable use if used under
conditions allowed by the official controls." �
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2. "The plight of the landowner is duyl to circumstances unique to his property not .
created by the landowner.° �
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3. "The variance, if granted, will not alter the essential character of the locality."
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4. "Economic considerations alone s�hall not constitute an undue hardship if
� reasonable use for the property exist� under the terms of the Zoning Chapter."
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. 5. "Undue hardship also includes, but is not limited to, inadequate access to direct
sunlight for solar energy systems. Variances shall be granted for earth sheltered
construction as defined in Minnesota Statutes, Section 116J.06, Subd. 2, when in
� � harmony with this Chapter." .
6. "The Board of Appeals and Adjustments or the Council may not .permit as a
variance any use that is not permitted, under this Chapter for property in the zone
.� where the affected person's land is located." �
7. "The Board or Council may permit as a variance the temporary use of a
one-family dwelling as a two-family dwelling." . �
,
8. "The special conditions applying to the structure or land in question are peculiar �
. to such property or immediately adjoining property." •
9. "The conditions do not apply generally to other land or strucfures in the district in
which said land,is located."
10. "The granting of the app(ication is necessary for the preservation and enjoyment �
of a substantial property right of�he applicant," � . � �
11. "The•granting of the proposed variance will not in any way impair health, safety,
comfort, morals, or in any other respect be contrary to the intent of the Zoning
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CITY OF OROMO .
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Page 3 of 3
12. "The granting of such varianc i will not merely serve as a convenience to the
• applicant, but is necessary to all�i viate demonstrable hardship or difficulty."
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Hardship Statement �
� Should you feel the hardship cannot fully be described in the above criteria, describe the
• unique hardship, practical difficulty or unusual propecty conditions preventing compliance
with Zoning Ordinance requirements in the following lines (attach additional sheets if
necessary): (
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�`,� � � G'4'� , � RESOLUTION OF THE CITY COUNCIL
�`��'Es�og'� �n�0. �; � 7 7
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A IRESOL,UTIO� GRA.NTIIVG VARIANCES
'�O MUNICIPAL ZONING CODE
� SECTIONS,+78-330 (B) ANI) 78-1288
FI�IE NO. 05-3143
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� V6VHEREAS, Bernard L. Nadeau, Jr. and Nancy L. Nadeau, husband and '
wife are the owners of the propei�ty located at 774 Tonkawa Road and Hessburg
Developnlent Corporation, a doinestic�coi-poration who has interest in the property at 774
Tonkawa Road (collectively and her�inafter "the applicants") within the City of Orono
(hereinafter the "City") aiid le�ally delscnbed as follows: • �
I
. All that part of PARTENS'S POINT FIRST DIVISION, lyin� southeasterly of a
line drawn from a poiiit on the'southwesterly line of said Lot 14, distant 51.34 feet
� northwesterly of the southwesterly conler of said Lot 14 to tlle shore of Lalce �
Minnetonlca, said line being p�arallel to the northwesterly and southeasterly lines
of said Lot 14,Hennepin Courity, Minnesota
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. j (hereinafter the "property"); and
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`W�E�AS, the applicants have made application to the City of Orono
for variances to Orono Municipal Zoriin� Code Sections 7$-330 (B) and 78-12$8 to allo�v
construction of a new residence on ari eYistin� lot with a lot area of 0.36 acres when 1.0
� acres is normally required, a lot widtll of 74' at the shoreline and 61' at the 75' setbacic
when 140' is normally required, hardcover variance request to permit 27.2% hardcover
within tne 7�'-�2�G' zone whcn 2�% i's uonnally allowed and 27.%% currentiy exists, and
lastly a hardcover variance request to�pennit 39.4% hardcover within the 250'-500' zone
where 30% is normally pennitted and��66.8% currently exists. �
il
�O�', �'��`�F�� �� �'�' ����,`V�� by the City Council of
Oror.o, 111innesota: , .
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i. �1his application was revietivect as ZoninQ File U�-:i1�3.
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: ��fi . ' p'�' RESOLUT'tOIV OF THE CITY COUPVCIL
' . ��kESI3.Og'� NO. ':�� ' 7 �
� . � � . � Z. The property is located in the LR — 1B, Zoning District which requires�a
' � . . miniinum lot area of 1.0 acres and a minimum lot width of 140' at the
��• � shoreline and at the 75' setback.
• � 3. The Plaruling Conunission reviewed this application at a public hearin�
held on Au�ust 15, 2005 wliere a inajority recommended approval
. � variances based on the followin� findings: •
a. The lot is sijnificantly substandard in area and width and the existing
stnicture and hardcover oii the lot are substandard.
� b. Hardcover on the lot will not increase above the existing levels within
� tlle 7�'-250' zone or the 2�0'-500' zone.
� � c. The variailces as approved are in line with the levels of hardcover
. , � variances approved on rebuild applications of similar lot conditions.
. . d. The proposed struchire complies with all lake yard, side yard, rear
(street) yard, and averaje lakeshore setback rec�uirements.
4. ' The City Council has considered this application includin� the findings
� " and recomnZendation of the Plaruiin� Commission, reports by City staff,
. comments by the applicants and the public, and the effect of tlle proposed
variances on the health, safety and welfare of the conununity.
�'� � 5. The City Council finds that the conditions existing on this property are
: � peculiar to it and do not apply generally to other property in this zoning
� district;. that granting f112 variances �vould not adversely affect traffic
CO11d1f1011S, lijht, air nor posz a fire hazard or other dan�er to neijhborin�
� property; �vould not merely serve as a convenience to the applicants, but is
� necessary to alleviate a deinonstrable hardship �r difficuity; is necessary to
. . preserve a substantial property riglit of the applicants; and would be in
lceepina with the spirit and intent of the Zonin� Code and Comprehensive
Plan of the City.
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� �, i RESOLUTION OF THE CITY COUNCIL
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. `�k'ESK�4 . • NO. 4 t� 7 7
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CONC�,iJSIONS, ORIDER AND CONI9I'g'IONS �
, � Based upon one or more of tlie above findiilgs, the Orono City Council hereb
. Y
� . �ants variances to Orono Municipal��Zoning Code Sections 75-330 (B) and 78-1258,to
� allotiv constniction of a ne�v residenoe on an e�istin; lot witil a lot area of 0.36 acres
when 1.0 acres is noi7nally required, a lofi �vidth of 74' at the slioreline and 61' at the 75'
• setback �vhen 140' is noi-mally required, hardcover variance request to pei-mit 27.2%
hardcover within�the 75'-250' zone +hen 25% is normally allowed and 27.2% currently
exists, and lastly a hardcover variarice request to pennit 39.4% hardcover within the
2�0'-500' zone where 30% is nornzally permitted and 66.8% cunently exists, subject to
tLle followin�conditions; �
. � . � 1.. Couiicil approval is based o�i the site plan subinitted by the applicants and
� annotated by City staff, attaclled to this Resolution as Exhibit A. Any
. � aniendments to the site plan�which are not in conformity with City codes will
. require further Planning Con�rnisston and City Council revie�v.
2. Hardcover in the 0-75' zone�i hall not increase aUove the level of 0 s.f. or 0%.
- Hardcover in tlZe 75'-250' zorie shall be limited to 2,563 s.f. or 27.2% and �vithin
the 250'-500' zone shall be limited to 395 s.f. or 39.4%plus hardcover for an 8' x
8' turn-around apron per the proposed plan and hardcover allowance summary as
�, depicted on Exhibit A. Applicants are advised that any fiiture requests to increase
hardcover or change the ilature of existing/approved hardcover shall require City
approval, and increases in �hardcover will ilot likely be approved without
� concurrent reduction in existing hardcover.
� 3. A licants are advised that � building heigllt variance will not be �ranted and
PP
�. approval of the schematic desi�l plans do not in and of themselves wai-rant
� � approval of the exact desi�i as shown on the plans. From staff's best estimate,
. based on the scheiziatic desi�.�plans, lhe building height requirements can be met;
however, roof pitches may need to be revised.
'�. A licants shall remove all Ilastic or fabric liner matzrial from the �decorative
Pp
landscape beds on the property to enstire their penneabiliiy as non-hardcoti�er
surfaces. j
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�. Authoriti�s �ranied b_y this resolution run with the property n�t ���ith the
applicants, but are pernlissiv� only and uiust be exercised by obtainin� a btiildinQ
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�. .. � CITY o� ORONO
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RESOLUTIOiV OF THE CITY COUNCIL
���kEs�o4�G N0. � � � �
pennit for the new constniction withiil one year of the date of Council approval,
or the variauces �vill expire on that date (Septeinber 12, 2006).
6. Violation of or non-eompliance with any of the ternis and CO11d1t1011S of this
resolution shall constitute a violation of the zoning code, shall autonzatically
� tenninate any authority granted herein, and shall be punishable as a misdemeanor.
. 7. The undersi�led applicants have read, uuderstand and hereby agree to the terms
� of tl-us resolution �and on belialf of the applicants and the applicants' heirs,
successors and assi;ns, hereby agree to the recording of this resohrtion in the
chain of title of the property.
. Adopted by the Orono.City Council on the 1?.`h day of Septenlber, 2005.
ATTEST:
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' ' ... . � � �iG G%���'—�'l,.'��C/f��`�
. ��`, .;;� , �.� `h�
Linda S. Vee, City Clerk Barbara A. Peterson, Mayor
.'��'3 ,
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�',� � '� G'�' , ' ' RESOLIlTtON OF THE CITY COUNCIL
� �`��ES���� NO. `' � � �
STATE OF MINNESOTA �
COUNTY OF HENNEPIIv'
L
. , The fore;oing instnul�ent vYas acknowled�ed before me on this�,?�day of
.`�,r:� , 2005 Uy BarUara A. Peterson, Mayor of the City of Orono, a Minnesota.
mitnicipal coiporation and said instrument was executed on behalf of the City.
� �
- "�'�f�l c:�'�. ` �;i�• .:�:., ,
' Notary Public ,�
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� � JACQU�LYN�. YOUNG
! � P�ot�ry Puhlic-Menne�ot�
� M1Y CorRrnbabn
••o ��ep J2f131,2090
I p
�
STATE OF MTNNESOTA j
COUNTY OF HENNEPIN G -
�
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_ The foregoing instrument �was aclaiowledged before me on this °�:; day of
`-��:,r=:,�•,.;;,�,z�:;f 200� by Linda S. Vee, Gity Clerlc of the City of Orono, a Minnesota
�� municipal corporation and said instrument was executed �n behalf of the City.
�
. �..,
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? ��� RACHEL DODGE i I�otary Public %; ����`'�
��T�` NOTARY PUBUC-��INNESOTA •
�'��� My Commission Expires Jan.31,2010
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� G RESOLUTIOiU OF THE CITY COUfVCIL
��k.�SY�I�g'� � � lVO. s; '-, ; 7
STATE OF 11�IINNESOTA
COUNTY OF HENNEPIN
�
Tlus instrliment was ackno�vledged before me this q�s day of �G�v��?005
by Bernard L. Nadeau, Jr., husband of Nancy L. Nadeau.
,
J� .. RBARA G.SI!i)�
��.r�. � B� ����c•n�°;:.,-. . ' ��a-�
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,� ���� s•,+:�coh:�:�� �..�-- _ ���•�-• Notary Public
,
�d
STATE OF MINNESOTA
COUNTY OF HENNEPIN �
This instniment was aclalowledged before me this�day of �G�D��005
byNancy L.Nadeau,wife Bernard L. Nadeau, Jr.
^ � . �c.G�CLt� (�
�, �,�f,,. �-:��gA�{q G.�lLU�� �} Notary Public
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This instntment was acl:iZOwled�ed before nie this`=��''day of �`,.:�=�'-�=--��'��},�'?005
by Daniel Hessburg, President of Hessburg Devetopmeilt Coiporation, a Miruiesota
domestic coiporation, on behalf of tlie corporation.
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� REQUEST FOR COUNCIL ACTION
� � � - Date: July 19,2007 �
1 Item No.
� - . `Department ApprovaL• Administrator Approval: Agenda Section:
Name: Melanie Curtis � n/ � .. - = � .
Title: City Planner �V 4C-/ ' ' - -
Item Description: II
#OS-3143—Daniel Hessburg—774 Tonkawa'Road � ' � �
Zoning District: LR= 1B, One Family Lakeshore Residential District(1 acre min.)
Lot Area: 0.36 acres(15,659 s.f)
Lot Width: 74' @ shoreline; 61'.�@ 75' setback(140' required) .
�List of Exhibits: �
' Exhibit A- Revised"As-Built"Survey dated 4/2/07 - .
Exhibit B - Resolution No. 5377&Approved Grading Plan
Exhibit C - Engineer Comments �� . �
Exhibit D - Council &PC Minutes . �
Exhibit E- Photos �
� Exhibit F- Letter from Bruce Vang,Building Inspector, dated January 5, 2007 �
Exhibit G- Neighbor comments � . . .
In 2005, the applicant submitted plans and'worked through the variance review process, revising plans in
response to Planning Commission concerns.� Based on a specifc set of building plans and site plan which
Planning Commission and Council found acceptable, lot area and lot width variances for a house were granted �
in addition��to a hardcover variance within°the 75'-250' zone permitting 27.2% hardcover where 25% is
normally allowed and within the 250'—500' zone to allow f459 s.f. or 45%where 30% is normally allowed for
the new residence. i
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During the inspection process, Bruce Vang, Orono's building inspector noted that the site grading and �
hardcover did not match the approved grading�plan and the hardcover exceeded approved levels. Additionally
the applicant conducted grading within the 0-75' zone to construct an unpermitted lake access stair.
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Today's as-built plan reflects excesses in hard over within the 0-75', 75' -250', and 250';-500' zones. Within
the 0-75' zone where an allowed, existing wooden staircase (270 s.f. of allowed hardcover) previously existed
there is 360 s.f. or 6.8%hardcover and an uncalculated amount of earth movement. Within the 75'—250' zone
there is 2,857 s.f.or 30.3%hardcover where 2,563 s.f. or 27.2%was permitted. Additionally, there is a wooden
fence, constructed by the applicant, which exists along the northern, side lot line. This fence meanders across
the properly line. The City Code allows cons �truction of privacy fences without a permit. However in addition
to the other fence construction standards a fence must�be constructed on one properiy and may not cross onto
another. �
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The applicant altered the approved grading plan by conducting unpermitted grading, installing unpermitted
boulder reta.ining walls and installing an unperinitted underground, drain-tile system. The City's Engineer has
reviewed the plans submitted by the applicant's landscape contractor regarding the drain-tile system and those
� comments are attached as Exhibit C. ;
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05-3143
Page 2 of 2 .
19 July 2007
Per the conditions of the Resolution, staff is requesting .Council review of the revised proposal for a
determination of whether the increases in hardcover are the result of'unforeseen_grading issues and are still in
keeping with the intent of the variance approval or if corrections and hardcover reductions should be made. The '
existing hardcover and grading is reflected on the newly submitted as-built(attached:as Exhibit A). While the
grading appears�to work, the hardcover exceeds the level that was approved. The additions in hardcover are
essentially changes to the driveway, and sidewalk, as well as extensive boulder retaining walls which were not
originally proposed, but may have been the result of choices with site grading without understanding the
ramifications of those choices. � - �
The applicant has installed downspouts which drain to the underground, drain-tile system which prevents the
excess water from draining off of the roof and across the site. However any excesses in hardcover or significant
changes to an approved plan should be discussed with the Planning Department and consideration should be
given to City Council approved plans.
COUNCIL ACTION REQUESTED � �
Refer the applicant to the Planning�Commission for after-the-fact consideration and approval of the excess 380
s.f. total site hardcbver OR direct Staff�to amend the Resolution 5377 to allow the excess 380 s.f. without �
� further review. •
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� . ��;: :� .�' ! A R1ESOlLUTION;GRANTING VA�.ANC]ES j`� �;�='�I' ` :
� :.' ;, - - � TO MUNICIPA.b��ZONING CODEr�;� �� � . 3 f.° _ y . -
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� . � : ' ' � � '�Y]E}��.S, Bernard L. Nadeau, Jr. and Nanc L. Nadeau, husband an v o _ o �
,, �. „ � � m � �i
� - wife are��the owners' of�the p'ropei-ty� Iocated�at`774 Tonkawa Road and Hessburg
O x -�+. D j
:Development Corporation, a domestic corporation wlio has�i nterest in the�property at 774 ' � �
Tonlca�va Road (collectively and �iereinafter "the applicants") within.t�ha,'City of Orono o � o Z
" aiid lejally�descrilied as�#'ollows: � � ' q �i
. . _�, (hereinafter the"City ) _ , .• . , � - _ � '
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. � . ;All that part of PARTENS'S P.OINT FIRST DNISION, lying southeasterly of a q a � �
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� �� lirie clrawn frorri a poirit on-t lle sou t l iwes ter l y l i ne o.,said Lot 14, distanf 51�:34 feet o o. � �
I� �northwesterly of the�soutliwester`ly�conier of�said Lot 14 to tYie'-shore of Lalce o Q Q �
' � Minnetonka, said line being parallel to the northwesterly and southeasterly lines � � , �
�� � • �•::
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� of said Lot I 4 Hennepin C o u n t y,M i n n e s o t a � - �_ _ ? c� �,
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• : . • � . . r': - •• - ' =I � u.. o ��.
�,;�',' ,i,WHE�AS; the applicants have made ap�plication fo the City�of Orono � � o
for variarices�to Orono Muiiicipal Zoning Code Sections 7�8_330 ($) and 78-1288 to allow o � �
construction of a-new residence on�an existin?lot,witll a ot aiea of 0:36 acres�when 1.0 � � �
� �.
� � acres is normally required,�a lot�width of-74' at the'shoreline and 61' at=the`75' setbacic � �
� when 140' is normally required, hardcover variance reqiiest to permit 274 2% hardcover o �� _ _
� � � withiii the 75'-2�0' zorie wheri 2�% is ilonilally allowed'�and 27:2%o currently e�;isis, and � � � �
- •- - q - ' - p cover within the 250'-500' zone ` � � � _
y e uest to ermit�9:�%`hard , . + , t . � � � n -.
lastl a Hardcover variatice�r , , , , ,
where 30%is normally permitted and 66:8% curreritly exi sts. ,_ . � � � a
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.. • :1, lhis appiication was reviewed as Zoniila Fiie U�-�143• . : � � °
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Memorandum � �Bonestroo
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2335 Highway 36 W
To: Tom Kellogg Project: 774 Tonkawa Rd. II Date: 6-27-07 St.Paul,MN 55113
From; Lance Hoff Client: Clty Of OfonO II Tel 651-636•4600
Fax 651-636-1311
Re: Drainage Review . File1�No: 139Gen www.bonestroo.com
As requested,we've review the site against the requirements.and Iltandards of the City of Orono. Detaiis
follow below: � �
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� We based our review on a site visit with Dan Hessberg(o, ner)and Peter Knaeble(engineer
w/Terra)and the following information: �I '
o Plan sheet showing draintile system layout and typical cross-section(provided by the
landscaper?). �
o Drainage calculations provided by the owner's e�ngineer.
o As-built survey provided by the owner s surveyo�(Demars-Gabriel).
,
� • As-built information for the draintile system was not provided. However,the system did match the
• provided plan sheet per my inspection with the exceptior�that the northeast pop-up could not be .
located. The northeast pop-up should be located and documented(pictures taken relative to the
- home and adjacent retaining wall—submitted to the Ciry). Also,to function properly the system
should be laid as flat as possible. The two draintile systems(located to the north and south of the
house)are both located in relatively flat areas and should function properly.
• A rule-of-thumb that is applicable when utilizing subsurface storage was used to check fhe
adequacy of the draintile system. To meet 2-, 10-, and 100-yr peak flows and water quality
requirements;the difference in runoff volume between the 2 areas of comparison(typically existing
�and proposed conditions)during a 2-yr storm must be p�ovided in the subsurface storage. For this
site,the areas for comparison are the approved impervious area versus the as-built impervious
area. Results from our calculations are summarized in the table below.
��
Runoff Volume from a Subsurface Storage
Impervious Area* (SF) Z-yr S'torm(CF) (CF)
Approved' As-Built !�
Approved As-Built Required Provided'`*
75'-250' 250'-500' 75'-250' 250'-500' ��
2,563 395 2,857 454 691 �� 786 95 160
*Distances are measured from the lake. '
"`Assumes 40%voids in the rock. �
� �
• The City is concerned that the absence of the originally proposed and approved drainage swales
following the lot lines will result in excess flows routed to the adjacent neighboring properties.
The draintile system has been determined to convey and store runoff generated by storms up to a
total rainfall depth of 0.8". For comparison purposes, 2-yr, 10-yr,and 100-yr storm depths are
2.8",4.2", and 6.0", respectively. When storm depths exceed 0.8",the draintile system will
become overwhelmed and runoff generated from the entire site(impervious and peroious areas)
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will be conveyed overland. An additional conveyance system(likely the previously approved �
swales)will be necessary to convey the excess runoff from storms larger than 0.8" if deerned
necessary by the City.
• Our final concern is in regards to the longevity and maintenance of the draintile system. The
draintile system is closed,with no outlet other than infiltration for water to escape. Ideally, the �
potential for debris to enter the system should be minimized. The owner did a good job of
� installing gutter guards to help prevent leaves from entering the system. However,the gutters
discharge to the draintile system via open grates located at ground level. The open grates �
introduce an opportunity for debris to enter the system. For this reason,frequent maintenance will
� likely be necessary to keep the draintile system operable. The draintile system may need to .
modified slightly to add cleanout points to facilitate maintenance of the system.
• Note(for owner): Future drainage system designs(for any site)must be subrnitted to the City for
review and approval prior to construction. While our review of this drainage system shows that it
is likely adequate to mitigate the additional impervious area, a review prior to construction would
be beneficial to ensure that the system is designed properly to function well and increase the
� system longevity, likely saving time and money for both the owner and the City.
� Y
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' Council Minutes 09-12-OS i .
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4. #05-3143 DAN HESSBURG OF HESSBURG D�EVELOPMENT,TNC.,774 •
TONKAWA ROAD—VARIANCE—RESOLUTION NO.5377
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Dan Hessburg,Applicant,was present. . } �
Gundlach stated the applicant is requesting a lot area varia l ce to permit construction of a new . .
_ residence on an existing lot.36 acres in area where 1.0 acres is normally required; a lot width
variance to permit construction�of a new residence on an existing lot 74 feet in width at the
shore(ine and 61 feet in width at the 75 foot setback where��140 feet is normally required; a
, hardcover variance to permit 29,8 percent hardcover within the 75'-250' zone where 25 percent is
normally allowed and 27.2 percent currently exists; and a h,ardcover variance to permit 39.4
, percent hardcover within the 250-500' zone where 30 percent is normally allowed and 66.8
'�"`� percent currently exists. The applicant is proposing to tear�down the existing residence and
construct a new home within the required setbacks. I � ; '
The Planning Commission did review this application at their August meeting and recommended
approval of the lot area and lot width variances but recommended that the hardcover within the
75'-250' zone be reduced to 27.2 percent. In addition,the�Planning Commission recommended
� � that the 8' by 8' turnaround apron be put back into the 75'-�250' zone. Gundlach noted the City's � �
code technically requires the turnaround since this properly abuts a county road.
{
Gundlach stated the applicant did submit a revised grading�plan,which meets the majoriTy of the
. City Engineer's comments. Gundlach noted there is a small issue regarding the grading of the
turnaround apron to avoid runoff onto the neighboring property.
._ �
Hessburg stated the drainage was based on the existing grade and that he is willing to work with
the City Engineer to resolve any drainage issues that may still remain.
Murphy stated he would like it noted that the 27.2 percent1lhardcover appears appropriate for this
� lot under the circumstances. �
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McMillan moved, White seconded,to adopt RESOLUTION NO. 5377, a Resolution
granting lot area, lot width and hardcover variances for Dan Hessburg of Hessburg
Development,Inc., 774 Tonkawa Road, subject toi�review and approval of the
grading and drainage plan by the City Engineer. j �
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There were no public comments regarding this application.
. �IVOTE: Ayes 4,Nays 0.
Planning Commission Minutes of August 2005 �
7. #OS-3143 DAN HESSBURG OF HESSBURG DEVELOPMENT,INC.,774
TONKAWA,VARIANCE,7:45 P.M.—8:17 P.M. i ,
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Dan Hessburg, Applicant,was present. !
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Gundlach stated the applicant is requesting a number of variances in order to construct a new
residence on an existing lot. A lot area variance is required to permit construction of a new
_ residence on an existing (ot consisting of.36 acres in an area'where 1.0 acres is normally requ'ved _
and;two, a lot width variance to permit construction of a new residence on a lot 74 feet in width
at the shoreline and 61 feet in width at the 75-foot setback where 140 feet is normally required.
In addition,a hardcover variance is being requested � �
to permit 29.8 percent hardcover within the 75'-250' zone where 25 percent is normally allowed ..
and 27.2 percent currently exists; and a hardcover variance to permit 39.4 percent hardcover
within the 250'-500' zone where 30 percent is normally allowed and 66.8 percent currently exists.
Gundlach stated the applicant is proposing,a three-car garage,with the third stall stacked with a .
two-story breezeway to the existing home and a small la.keside deck. -
Staff finds that due to the narrowness of the lot and over one-third of its area being located within
75 feet of the lake and not buildable,hardships exists which may warrant some level of hardcover
variance. Sta.ff does not believe,however,that the levels requested are within the levels typically
=` approved for rebuilds on a substandard lot of similar size and shape. Gundlach noted Staff has
� compiled some ha�cover data from other rebuild applications from 1999 to 2004,which has .
been included in the Planning Commission's packet. Gundlach indicated Staff is attempting to
utilize this information to help demonstrate the amount of hardcover being approved on .
substandard lots. Staff feels the hardcover percentages should be approximately 25 to 27 percent
in the 75'-250' zone and the footprint size, including the garage, should be approximately 1,800
. . square feet to 1,900 square feet. Staff would therefore recommend that the applicant be directed � �
to reduce the footprint size,and hardcover within the 75'-250' zone.
, Staff would also,suggest that a turn-around apron consisting of 8' x 8' be included on a revised
plan as City Code Section 18-136(G)requires one due to the county road.
� Staffs recommends the applicant be directed to explore a combination of hardcover and footprint
reductions in an effort to attain hardcover levels and footprint sizes more comparable to those
previously approved variance on similazly sized lots. The revised plans shall incorporate the City
Engineer comments contained in Exhibit G and also proposed house elevations so that
conformance with building height regulations can be confirmed. Gundlach stated Staff would �
like to see the hardcover reduced to no more than 27 percent. . .
Hessburg stated he did not understand at first that the 75-foot setback could not be included,
which has since been revised. Hessburg stated diie to the cost of the lot, it would not be
economically feasible to construct a house on the lot if he is forced to reduce the home any
further. Hessburg pointed out they meet the side yard setbacks.and do not encroach upon the
neighbors' view.
Hessburg noted they do meet the structural coverage limit but are slightly over on hardcover.
Hessburg stated the solution to the problem would be the use of pervious pavers that have been
approved by a number of other cities. Hessburg stated he is unable to meet the hardcover limit
� and still make the house saleable. Hessburg indicated they are willing to make some mirror
adjustments as well as meet the recommendations of the city engineer.
. Rahn stated the concern is the hardcover being proposed in the 75'-250' zone. �
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Bremer inquired what the calculations would be if adjustments were made on the driveway and
sidewalk. �
Hessburg stated he believes the overall hardcover could be reduced by 2..5 percent by reducing
the size of the driveway and sidewalk slightly. �' �
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Bremer stated the City of Orono does not recognize the use of pervious pavers as non-hardcover • �
at the present time and would consider it hardcover. j {
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Hessburg stated they have been engineer approved and have been found to allow water to drain.
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Jurgens stated the issue with the pavers is that they could be�removed in the future and replaced
with some type of hardcover. Jurgens stated the City does not want to have to conduct annual
inspections to make sure that the properties are in compliance.
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Hessburg stated the new installation techniques have been im:proved and that the pavers tend to
last as long as normal blacktop. �
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Jurgens pointed out that economics is not a hardship that can be considered by the Planning
Commission. Jurgens stated the smaller lot size dictates a sm�aller sized home.
Hessburg staxed the neighbar's residence was granted a variall ce for 18 percent structural
- coverage. Hessburg indicated the value of the land requires ��house of substance.
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Leslie concurred that economics are not a hardship and cannot be considered by the Planning
Commission. Leslie stated the number of garage stalls could'be reduced to two stalls,which
. would help�reduce the hardcover. _ � � � �
� Bremer stated she would be in favor of a hardcover variance of 27.2 percent given the nature of
the lot if the driveway and sidewalk were reduced.
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Hessburg stated he,would like to make the garage as wide as possible.
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Rahn stated he is in favor of providing the applicant with a hal dcover number that needs to be . .
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met. � - .
Gundlach stated a 30-foot setback is required from Tonkawa with the breezeway connecting the
garage and that if the breezeway were removed,the setback would be reduced. Gundlach pointed
out the applicant probably would not be able to reduce the driveway and still meet the City's
minimum standards. '
. � Tom Okerstrom, 770 Tonkawa, sta.ted at the time they constructed their residence they were not
aware of the need to obtain variances for their garage. Okerstrom stated they were told a three-
car garage is not a hardship and neither is a breezeway, which they were prohibited from
constructing.
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Okerstrom stated the residence is two stories,which makes the�whole side of the yard a walL
Okerstrom stated he is in favor of a new house being built, but�ra�sed a concern regarding the
amount of massing on t�e lot and the impact that has on his view.
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Jurgens stated he is in agreement that this is a massive sttucture and that the applicant could meet
the 25 percent hardcover limit.
Rahn noted the applicant does meet the 15 percent structural coverage limit.
Kempf commented the graphs illustrate hardcover in the range of 25 to 27 percent as the norm.
Jurgens stated the hardcover standard is 25 percent and that he personally does not believe Staff �
should be using the graphs to help determine the amount of hardcover that should be allowed on a
certain lot. Jurgens stated the amount of hardcover allowed is determined by the individual
circumstances for that lot.
Fritzler stated he does not look at the cost of the property being a hardship,and since this would
be considered new construction,he would like to see the hardcover not exceed 25 percent.
Paul Lars�n, 3865 Shoreline Drive, indicated he represents the property owners. Larson stated
Hessburg and himself have done a tremendous amount of work around the lake developing land
� and that they have worked closely with Staff in order to get this application to comply as much as
possible with City regulations. Larson stated the hardship is the long,narrow lot,which requires
a long driveway. Larson pointed out the size of the deck is very small compared tr�the
neighbor's.
Larson stated it is not a three-car garage but really a tandem garage. Larson stated the extra room
is for storage. Larson noted they do meet the structural coverage limit,the setbacks,and the �
height restrictions.
Larson stated they are asking for less of a variance than what was granted for the adjoining
�property. Larson stated the size of the rooms is not excessive and that they are limited to
reducing the size of the house any further.
� Leslie pointed out the glaring difference between this house and the neighbor's is the detached
garage.
Larson commented the Minnesota climate dictates the need for an attached garage.
Jurgens stated it depends on a person's priorities.
Rahn suggested the applicant revise the plans slightly in order to meet the 27.2 percent hardcover.
. Hessburg indicated he would be able to tweak the plans slightly and reduce the hardcover down
, to approximately 27.2 percent. .
Chip Nadeau, 774 Tonkawa, stated the proposed struciure is a beautiful structure and:is a definite
improvement over the present structure. Nadeau noted there is a considerable amount of
construction taking place on Tonkawa and that this proposed residence would fit in with the rest
of the neighborhoad.
There were no further public comments.
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Bremer moved,Leslie seconded,to recommend approval of Application#OS-3143,Dan
Hessburg of Hessburg Development,Inc.,774 Tonkawa Road,granting of a hardcover
variance to permit 27.2 percent within the 75'-250'zone, �granting of a hardcover variance
to permit 39.4 percent within the 250'-500' zone or whate:ver hardcover is necessary to
include the 8' z 8' turn-around and driveway to access the structure,subject to City
Engineer's approval of the grading and drainage plan,with the understanding that the
hardship is the width of the lot and the fact that 1/3 of the�lot is located within the 0-75'
zone. VOTE: Ayes 4,Nays 2,Jurgens and Fritzler Opposed,Berg Abstained. ,
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Gundlach inquired whether the applicant should appear befor�the Planning Commission again
with a revised plan. {
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Bremer stated it would not be necessary to appear before the Planning Commission but that the
applicant should have the revised plan ready prior to the Council meeting. - . � .�
�`�
Jurgens stated he does not feel the hardship is the width of the lot and that the other lots in the -
. area have been able to construct adequate homes on similar type lots. .
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Daniel Hessberg �
. � 4165 Shoreline Dr � �
Spring Park,MN 55384 � �
January 5, 2007 �
. Subject: 774 Tonkawa Rd
� _It has been brought to my attention that�you have yet to contact the Orono Zoning
Department about your project at 774 Tonkawa. As you and I discussed at the property
on October 30, 2006,no Certificate of Occupaiicy of any sort will be approved until
� corrective action by you.� The problems we discussed include:
1. The grading of the lot does not match the ap�l�roved plan(revised 8-03-OS) �
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2. The hardcover percentage of the lot appears to exceed the amount approved.
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3. The stairs/pathway to the lake have been rebuilt without the required a permit and in a
manner that probably will require a conditional use permit. � A
' 4. The stone wall near the southern property I e as well as the stone walls between the �
house and the lake were not approved. �
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5. The driveway was built higher than the approved plan necessitating fill within 5 feet of
. the northern property line(which is not allowed) to construct the turnaround.� _.
� You were oin to et an"as builf" s I.e done to include revised to o a h
g g g r Y P �' P.Y
and hardcover calculations and bring that to the Zoning Depariment to try to find a way
to bring your property into compliance with City of Orono Resolution #5377.
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We have not heard from you. We will'be posting a notice on the building to alert
potential buyers that a Certificate of Occupancy is required before any use of this
property. The deadline for getting on the agenda for the next Planning Commission
meeting is January 17. j '
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Bruce Vang,Building and Zoning
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TOM � SU� OK�RSTROM
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T70 Tonkawa Road �
Orono,MN 55355 ' ' '
Phon� 9s2-ar-aon � � � '
Fcvc: 952-471-9090
Celi: 612-481-7779 '
E-Mail: Tom@TomOkerstrom.com t
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� � Oetobe�28�, 2006- . �
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Re; 774'fottk�vva Roa� l _
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�U�.a�e.��iE-.�io�x�eow�ers.a�.���o�av�a,�oad,.aKO�a. �e.a�euu�i�:�is-.fe��f�
-addfess--�Eie-issae•c��k�e-.ba�IdeF-v�alls-.Fece'ri�l�•i�s�aNed-a����l-��awa-•F�Qac�. �1�•is-.�
•rtt�€1erg�ar�dir�g-•t+ieEi�r-�has-�t�ake�r•igsr�e-��vit�i�-��-exis�t�et�tEe•o#-��se�vaHs�. �V1�e�wist�-a�o-•rt�a{Fe
•otrr�posi�iofrcfear�orrthis�matter. �It�is�crrtr� �b�tief-that�these�wati-are-�tre�p-necessary: f�rip�te-
�whcs•luo�ks�at ttr�•tw�•fots•sfd�-by-sPd��witt•rrot�that 774 ToTrkawa�has-a�h�rer�ete�atForrrfiharr
�ur'ft7��t�770: 'I��r'd�r`i�'pr��tlt�v�r��i���v�rti'�t�rr�$r�i�rf��t1t6�ut"(`rst'f�r�$'int6
�.t�ie'C�ce�.as uuel�as cCesfKUCfion o�ouc'Cax��scapingr uue`faeG�fi�.ia�t�ie exas�'ing.'6ouC�G uuatrs
�s€��ai�as�Gie�afe. . .
E�r atto�heF isstre�, �fie�btri�derfdevel.oper of 7�4�'ottkawa I�oad-, b4�. Hessbrarg, Mas .
in�ired as to-whether or not we�ha�e-arr issr�e-witfr the-.placement flf the-ctritrewaYr tr�rrtaroutYd�
� at 774�orrkawa t��ad�. Vtt�hav�rr6 issrre��auitir�fYs.ptacem�ent ar#tr�tror,rtd�exwalt surrc�urrdirr,g
i� i�►g�'i�w�fi��l�tti�ti6utd���inr�tt i� �ju��`�� n������r-f�fitt'�� ����6r�� ��a��d��c5v�. ���t�6
;appG.aciafe.f�.f�.t�:f�is�r�u�avuay.fucc��.u�.is.ptac�vu�is�s:i�.isr .��.i�vusG.ecC�saKf�_�ia
.Foad.afld.�.�.was pa�ked.��e-,:i€.vuoufd.6e-.cfa�c-,�eco�s-:f�-�s-.fa:6ac(�.o�.o€-o�.avu�t-.cf�iue=
-wa��•a���Nie-p�edca�-wotfld-��Eie�be�blocki�ga��e��ievv�-o�•onco�ti�g�.�r�€�e�ove����e�Fi+lN. -I�-is�
-����R�I`�►�°+��R��e-�I-�e1o�e��#o��ttte�g�r'a9��w���i��p€��I�t�si�.
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�R�espec�#uft�r sutimitted�,. !
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. Todd and Terri Haugan
780 Tonkawa Road
� Long Lake, Minnesota. 55356
October 28,2006
Re: 774 Tonkawa Road
To Whom it may concern: �
The undersigned are owners of a home which is located at 78U Tonka.wa Road,
immediately south of and adjacent to 774 Tonkawa Road. We have lived at 780
Tonkawa for over 17 years. We have read that certain October 28, 20061etter of our
neighbors Tom and Sue Okerstrom concerning 774 Tonkawa Road and agree with it
. contents. Although the boulder walls and"turn around" do not directly affect us as we �
are located the south of 774 Tonkawa,we agree that they are both functional and �
attractive. Further we believe that the current home at 774 Tonkawa Road is a dramatic
improvement over the modest, albeit well maintained home which previously occupied
that site. As long term residents of The City of Orono we would encourage the City to
cooperate with the builder in granting him any pernussion as may be necessary to . ,
� ma,intain the e�sting boulder wa11s he has erected and otherwise complete his well
designed and lovely landscaping.
. Sincerely, .
� �� o(-aQ- a,�u�
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Todd and Terri Hauga.n
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City Council Meeting 7/23/07
ZONING ADMINISTRATOR'S REPORT i
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4. #OS-3143 DAN HESSBURG,774 TONKAWA ROAD—REVIEW UNAPPROVED
GRADING j �
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Dan Hessburg,Applicant,was present. � .
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Curtis stated in 2005,the applicant submitted plans and worked through the variance review
process,revising plans in response to Planning Commission concerns. Based on a specific set of
building plans and site plan which the Planning Commission and Council found acceptable, lot
area and lot width variances for a house were granted+in addition to a hardcover variance within
the 75-250 foot zone permitting 27.2 percent hardcover where 25 percent is normally allowed and
within the 250-500 foot zone to allow 459 square feet�or 45 percent where 30 percent is normally
allowed for the new residence. i
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During the inspection process,the City's building inspector noted that the site grading did not
match the approved grading plan and the hardcover exceeded approved levels. Additionally,the
applicant conducted grading within the 0-75 foot zone�to construct an unpermitted lake access
stair. , -
The as-built plan reflects excesses in hardcover withi I?the 0-75 foot zone,the 75-250 foot zone,
and the 250-500 foot zone. Within the 0-75 foot zorie;�there was an existing wooden staircase,
and in its place has been constructed a stone staircase,�which accounts for 360 square feet of
hardcover, along with an undetermined amount of eart i movement.
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Within the 75-250 foot zone,there is 30.3 percent hard'cover where 27.2 percent was permitted.
Additionally,the applicant constructed a wooden fence along the northern side lot line. This
fence meanders across the property line. City Code allows construction of privacy fences without
a permit but the fence must be constructed on one prop i rty and may not cross onto another.
The applicant altered the approved grading plan by conducting unpermitted grading, installing
unpermitted boulder retaining walls,and insta.11ing an unpermitted underground dram-tile system.
The City's Engineer has reviewed the plans submitted by the applicant's landscape contractor
regarding the drain tile system and those comments are"reflected in Exhibit C of the Staff inemo.
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Planning Staff recommends the applicant be referred back to the Planning Commission for after-
the-fact consideration and approval of the excess 380 squaxe feet total site hardcover.
' McMillan inquired whether the 75-250 foot hardcover ei cess is the boulder walls.
Curtis stated to her understanding the hardcover excess�Is a result of the boulder walls.
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White inquired whether the City Engineer has visited the site and reviewed the drainage.
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Kellogg stated he has visited the site and that the biggest concern is that the drainage plan does
not match what was approved. Kellogg noted Exhibit C outlines his concerns and that the main
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concern is that the site would be able to accommodate a total rainfall depth of 0.8 inches.
Kellogg stated an additional conveyance system, like the previously approved swales,will be
necessary to convey the excess runoff from storms larger than 0.8 inches.
White inquired how the fence got constructed on the neighbor's property line.
Hessburg stated he did not construct the fence and that his neighbor actually constructed the fence
three feet into his property. Hessburg stated he did remove the fence thinking that it was his
fence since it was on his property and that he did reimburse the neighbor for the materials after he
found out that the fence was actually not his.
Hessburg stated he was unaware that the City required a permit for the underground tiling system.
Hessburg stated they realized after final grade had been achieved that they had a problem with
water retention and that a four-inch drain tile system was installed for approximately 300 feet.
According to his calculations, it would accommodate 20 percent hardcover. Hessburg noted 80
percent of the runoff goes into the drain tile system.
Hessburg stated he did not realize he needed to obtain a conditional use permit for the staircase
and that the boulder walls were constructed to help control the runoff into the lake.
Hessburg stated the four interceptors on the gutter system should probably be screened to help
ensure that the runoff goes into the drain tile system. Hessburg noted there have been some
letters submitted from the neighbors,Mr. Okerstrom and.Todd and Terri Haugan, indicating they
do not have any problems with the work performed on the properly. Hessburg stated he
attempted to make his property safe and handle the runoff appropriately.
White noted the entire reta.ining wall was not depicted on the original plan.
Hessburg stated a portion of the retaining wall was pre-existing but that the section of the
� retaining wall that is over four feet was constructed later.
Curtis stated the approved drainage plan does not depict any retaining walls.
Hessburg stated he could remove a portion of the retaining wall where it is lower and regrade the
. property but that the higher portion of the wall should remain to help control the runoff.
Hessburg stated the City's Code requires that they start at existing elevation and that the actual
final elevation was higher than the proposed elevation. Hessburg commented he is unsure how
that occurred. ,
Rahn inquired whether the house was constructed at the proper elevation.
Hessburg stated the elevation of the floor was built to exactly what was proposed on the plan.
Rahn sta.ted if the house were constructed as depicted, it should have been obvious that a boulder
wall would be required.
Kellogg stated what is missing from the grading plan are the evergreen trees,which prevent the
slope from being graded unless the trees are removed.
Hessburg concurred they would have had to have removed those trees if they did it as proposed.
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Murphy commented he is unsure how anyone could have anticipated where the final grade would
come out and that he is not sure where the responsib'ility lies for that. Murphy sta.ted there is no
way that this house could have been built at the elevation proposed without some type of
retaining wall between the two properties. Murphy stated the house is sitting at least four feet
below where it should be in comparison to the neighbor.
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Hessburg stated they followed the approved grading plan and that they had to start from existing
� grade,which created a problem with the driveway. Hessburg stated he does not know why the
City's ordinances require that they start with existing�igrade.
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Murphy stated he does not know how this house could have been constructed four feet lower than
the neighbor's. i
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Hessburg stated even if the house were constructed four feet higher,they would have the same
� problem on the other side. I
Gaffron inquired whether the house had to be placed at a certain elevation in order for the lower
level to be considered as a basement rather than a sto�ry.
Curtis stated it is not a matter of Staff telling the builder at what elevation his house has to be at
but a matter of the builder wanting to construct the hoi se to a certain height to meet City Code.
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Gaffron stated Staff does analyze every plan thoroughly to ensure that a sufficient amount of the
basement is below grade to constitute a basement rather than a story. Gaffron stated the City has
seen a number of plans where houses are artificially p�ut into the ground in order to achieve
another story. . - �
White mquired whether the stairway and landings as built would be in compliance with today's
regulations. I�
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Curtis stated the City would have required that the landing not exceed four by four.
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White stated in his opinion this application should go lack to the Planning Commission for their
recommendation since it has been changed from what'was approved.
Murphy concurred that this application should go back�to the Planning Commission. Murphy
noted that the minutes reflect a discussion regarding impervious pavers and hardcover and that
the applicant should have been aware of that issue. ;
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Hessburg stated the house has been on the market since November and that he does have .
somebody who is interested in purchasing the property and wants to close on the properiy on
August 15`�'. Hessburg inquired whether he could obtain an occupancy permit for the new owner
to move in. '
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City Attorney Mattick stated the issue here relates to drainage and that he does not believe the
City has held up issuing a certificate of occupancy because of drainage issues. Mattick stated the
new owner should be apprised of the situation. i
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Hessburg stated the interested buyer is an attorney and that he is aware of the situation. Hessburg
stated he is unsure what should be done with the boulder wall and that if the wall is removed and
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regarding is required,it would require the removal of those evergeen trees on the neighbor's
ProPem'• � .
Mattick stated it is his understanding there are some additional swales that need to be completed
even if the boulder wall remains. �
Hessburg stated he is unsure whether the City Engineer was aware of the turn-around and the
drain tile. Hessburg indicated he is willing to install additional'drain tile if necessary.
Kellogg stated the drainage that was proposed along the north lot line still needs to be constructed
lakeward of the home. - -
Rahn inquired whether the City Engineer relies on a gutter system as the primary means of
handling runoff or whether they like to see the runoff handled in a different manner.
Kellogg stated they need the swales in the event of an emergency and that they did not have the
opportunity to inspect the drain tile system at the time it was being installed. Kellogg stated
another issue is whether the work can be completed this fall. �
Murphy stated Exhibit F in the Staff inemo shows that the building inspector attempted to get in
contact with the applicant and that he did not hear back from him. Murphy questioned why the
City should be mitigating any issues that the applicant has with a potential buyer and that the
buyer should be aware of the issues that exist. -
Mattick stated to his understanding the City would not delay issuing a certificate of occupancy
based on these issues and that the unresolved issues would be between the buyer and the seller.
Hessburg stated he received that letter in January and he immediately called the City and the
landscaper. The City was notified that the landscaper was out of state for three months on
another project. An engineer was retained almost immediately but that he was later told he did
not need a private engineer and that the City would attempt to resolve the issues through the City
Engineer. Hessburg stated he took extra steps to handle the runoff that was created.by the
hardcover.
Kellogg stated his office had been waiting for a significant amount of time for the applicant's
engineer to complete certain work and when that work was not completed,his office offered to
complete a portion of the work. � -
, Rahn moved,Murphy seconded,to send Application No.#OS-3143,Daniel Hessburg,774
Tonkawa Road,back to the Planning Commission for their review. VOTE: Ayes 5,Nays '
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�I 2335 Highway 36 W
����.�� � , St.Paul�MN 55113
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! Tel 651-636-4600
i Fax 651-636-1311
! www.bonesVoo.com
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September 5, 2007 ` .
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Ms, Melanie Curtis �
Planner { �
City of Orono �
Post Office Box 66 {
Crystal Bay, MN 55323 .
Re: 774 Tonkawa Rd
File No, 000139-07000-1 : I
Plat No. 07-3317 ' i
Dear Melanie, f
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We have reviewed the as-built survey dated 8-21-07, for the proposed improvements at 77h Tonkawa�
Road. We have the following comments with regards to engineering matters:
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• The contours of the as-built plan generally agree with the drainage patterns observetl in the field
and are considered acceptable. �l
� • Since the draintile system installed at the site is a iinportant component of the site drainage, it,
must be included on the as-built drawings. As-built �nformation for the proposed draintile on the
attached page should be included in the as-built survey.
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If you have any questions please call me at(651)604-4894. �I
Yours very truly, I
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BONESTR00 �
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Darren Amundsen ��
Cc: Tom Kellogg
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����� � Fax 651-636-1311
�./ � www.bonestrao.com
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� �Bonestroo
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September 27, 2007 � .
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Ms. Melanie Curtis i
Planner i
City of Orono �
Post Office Box 66 �
Crystal Bay, MN 55323 �
Re: 774 Tonkawa Rd II
File No. 000139-07000-1 �
Plat No. 07-3317
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Dear Melanie: I��
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We have reviewed the as-built-survey dated 8-21-07, for the proposed improvements at 774 Tonkawa� �
Road. We have the following comments with regards to enginee�ing matters: �
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• The contours of the as-built plan generally agree with�Ihe drainage pattems observed in the field
and are considered acceptable. j
• Since the draintile system installed at the site is an important component of the site drainage, it
must be included on the as-built drawings. As-built information for the proposed draintile �
submitted on lune 18, 2007,should be included in the as-built sunrey,
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If you have any questions please call me at(651)604-4894. i
Yours very truly, 1
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BONESTR00 j
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Darren Amundsen �i
Cr. Tom Kellogg �i
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Hennepin County Variance Map 'I Page 1 of 1
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� Hennepin County Tagpayer Services: Variance Labels
This is not a TegaJly recorded map.It represents a compilatron of information and dala from City,County and State authorities.
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Hennepin County Variance Map Page 1 of 1
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� Hennepin County Tagpayer Services: Variance Labels
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Date Application Received: 09/18/07 �
Date Application Considered as Complete: 09/18/07
60-Day Review Period Expires: 11/18/07 j .
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To: Chair Kempf, Planning Commission Members '
Ron Moorse, City Administrator .
From: Melanie Curtis, Planning&�oning Coordinato L/
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Date: July 9, 2007 �
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Subject: 07-3320,Mark Gronberg on behalf of Lucinda Chorley and Estate of William L.
Waldron, �� .
1860 & 1880 Fox Street
✓ Re-Plat/Preliminary Plat Review ��
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Zoning District: RR— 1 B, One Family Rural Residential District (2 acre/200' width)
Existing Lot Areas: 16.Ot acres dry ��
7.2f acres wetland ;�
23.2�Acres Total 'i
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Application Summary: This is a re-plat of two lots totaling 23� acres�resulting�in no new
buildable sites. ai
Staff Recommendation: Staff recommends'approval of the re-plat in accordance with the •
recommendations of the City's Engineers, Darren Amundsen and John Smyth.
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List of Exhibits �
Exhibit A - Application -
Exhibit B- Survey Preliminary Plat :
Exhibit C- Engineer Memos{2) i
Exhibit D- Wetland Delineation Report
Exhibit E- Memo from Willie Gibbs� �
Exhibit F- Sketch Plan PC Memo
Exhibit G- PC "Action"Notice -Summary of sketch plan discussion
Exhibit H- Minutes from July 2007 PC
` Exhibit I- Plat Map & Property Owners' list
PLAT REVIEW
Conformity with 2000-2020 Orono Community Management Plan
The proposed lot line rearrangement is iri conformity with the guiding of this area for single
family rural residential development at a density of 1 unit per 2 acres. The proposed development
generally conforms to the 2.0 acre dry-buildable, 200' width standards of the RR-1B Zoning
District. Primary and alternate septic locations for each lot will be required; designs have been
submitted and approved by Willie Gibbs,tlie City's Septic Manager.
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� 07-3257
10 October 2007
Page 2 of 4
Relationship to Surrounding Development �
The proposed single-family development with 2-plus acre lot sizes is consistent with existing
development in the surrounding neighborhood. Developed single family lots surround this site.
The surrounding single family lots vary between 2-acre lots to the north, and a few 7+ acre lots
bordering on the east, south and west. .
Conformity with Zoning District Lot Requirements _ ,
The property is in the RR — 1 B, One Family Rural Residential District, which allows for single
family residential uses with a minimum lot size of two dry buildable acres. Under a standard
subdivision process, each proposed lot would have to contain the minimum of 2.0 acres of dry
buildable land. The current survey depicts 21ots with a conforming density of one lot per two dry
acres; no new lots are proposed.
General Site Characteristics
The site includes large wetlands, ponds and generally rolling topography. Along both Brown
Road and Fox Street the views into the property are of the large open, wetland area. The home
sites are located over 500' from each roadway which preserves the open character of the land.
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Lot Layout and Lot Standards
The property currently is two, 1 lf acre properties containing one home each. According to the
RR-1B Zoning District standards all of the lots must contain 2.0 dry acres and meet a 200' width .
requirement at the road frontage as well as at the 50' principal building setback.
The lots lay out as follows: � �
Proposed Lot 1: The re-plat will result in a 740' frontage on Brown Road and no frontage
on Fox Street. There are currently two driveways serving the property; one
to Brown Road and another to Fox Street. The Fox Street access is via a
shared driveway easement through proposed Lot 2. This existing driveway
� also serves the property at 1840 Fox Street. The existing home site on this
lot is located approximately 700' from Brown Road with the existing septic
area located between Brown Road and the home.
The existing home will be conforming with respect to lot line setbacks with
the new configuration.
Proposed Lot 2: Currently the home on 1860 Fox Street is located less than 10' from the
side lot line; with the proposed configuration the home will become
conforming having a f65' setback from the side lot line. There will also be
alternate potential home site located to the north east of the existing home.
The new lot configuration would result in f680' frontage along Fox Street
and no frontage along Brown Road.
In general, it appears that the lots are acceptable. �
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' 07-3257
10 October 2007
� Page 3 of 4
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Road Layout and Standards �� _
The applicarit is proposing to maintain both accesses to Lot 1 (1880 Fox); one off of Fox Street
in order to maintain a Fox Sfreet address and the other off of Brown Road. Staff questions
whether it is appropriate to allow the Fox Street access and address for proposed Lot 1 as it will�
have no frontage on this roadway. There are other similar situations within the City; however
staff would view this as a potential opportunity to resolve an inconsistency.
Staff discussed the potential address conflict��with the Police Department and they indicated that
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there are many residences within their service area in similar circumstances and they have a
notification within their CAD mapping ;� system to alert emergency personnel to the
access/address conflict. This configuration is'acceptable.
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Park/Trail Easement/Fees or Dedication Needed
The CMP indicates that future trails are proposed along both Brown Road and Fox Street.
Planning Commission may wish to address whether dedication of trail easements should be
required. The City has not determined on �which side of the roads trails might be developed.
This property has wetland abutting both Brown and Fox, perhaps not a suitable location for
trails... ;� ' -
Road Improvements and/or Easements Ne�eded .
. Currently, the applicant is proposing to maintain the.existing shared driveway for the three
homes being served. Staff initially suggested that this private driveway be platted as an outlot.
This no longer makes sense as creating a reasonable outlot to serve the properties would
essentially cut off the southwestern triangle;�of land from the southern lot. This would create a
"contiguous" lot area issue. The City would require standard perimeter, drainage and utility
easements around all property boundaries;�in the plat as well as Conservation and Flowage
Easements over the delineated wetlands. Establishmerit of wetland buffers and buffer setbacks
will be triggered for the lots containing wetlands.
A 10' wide trail easement along both frontages, in the same location as 10' wide drainage and
utility easements that should be granted willi be appropriate and won't impact use of the property.
Staff will recommend that as there are no n�w buildable lots being created the standard 8% Park
Dedication Fee should not apply. . '. �
, Stormwater and Drainage Improvements'�
As no new lots are being created, the property should not be subject to the Stormwater and
Drainage Trunk Fee. !�
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Utility Locations and Availability ,
The property would be served by septic systems and private wells. All septic systems must be
located 20' from all property boundaries, 20' from structures, and 75' from the delineated edge
of wetlands. Private wells shall be setback��3' from structures and 50' from septic systems. The
applicant has provided septic designs which have been approved by the City.
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07-3257
10 October 2007
Page 4 of 4
Wetlands on Site and/or Impacted .
According to Minnehaha Creek Watershed District (MCWD) maps there are four wetlands on
the properties. The wetlands have been delineated; the appropriate buffer widths and setbacks
have been indicated on the survey. According to the MCWD maps the management
classification of the wetlands are the two highest protection quality.
John Smyth, the City's wetland specialist, has conducted a review of the wetlands and the
property. Among other things Smyth's memo indicates that there should be some mitigation for
both the blacktop and gravel driveway which encroach into the required 50' wetland buffer. As
they are existing driveways Smyth is recommending we employ the buffer flexibility portion of
the wetland ordinance. His recommendations are detailed within his memo, attached as Exhibit
C. As mentioned earlier in this report, the City will require a Flowage and Conservation
Easement over all wetlands designated on the site. The MCWD is the City's LGU for
administration of the Wetland Conservation Act rules.
Woodland Impacts,& Conservation Design
, This project is not for the creation of new building sites. Therefore the project�may not fall
under the scope of the City's Comprehensive Plan Amendment regarding Conservation Design.-
Staff Recommendation � ,
Staff recommends approval of the re-plat in accordance with the recommendations of the City's
Engineers, Darren Amundsen and John Smyth.
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� � Subdivisio �n� Applica�tion �
Street Address: '�� � Application#
,�`�� 2750 Kelley Parkway ; � Date Received: -^ '
OY O Orono, MN 55356 Amount Paid: ���p.�p
Staff: ��
Main: 952-249-4600 j � Fee:
'� � fax: 952-249-4616
���� ���F Mailing Address: ! Renewal:
k'EsHO4' P.O. Box 66 f . .
Crystal Bay, MN 55323-0066
This application form;must be completed in full. � �
PROPERTY INFORMATION: ''�
Site Address: /��o �r /8�0 �,�pk ,r�"'RFET
Property Identification,Number(FIN): p� _��7��_y _d007 ,IaD 03 J/7�23- yL ooe2
(Attach legal description to application if not mcluded on the survey.)
Date Property Acquired (month/year): � � Abstract or ❑ Torrens, please check one
Present use of property: �Residential O Other
Zoning District: RR- 1 B `
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APPLICANT INFORMATION: (Complete legal names{and marital status required for each interested party)
Name: �� ��o�r-�,.��
Phone (home). -� -a. �3 - O q O �' Phone (work):
Address: o2p�� IM�j � �,c� �
EmaiL �pJ n,,��,....lo�, ��_ c.,�� ,! Fax:
OWNER INFORMATION: (Complete legal names and�marital status required for each interested party)
Name: L ,. _ '� �
Phone (home). �I Phone (work):
� Address: - — ;� �
Email: I Fax:
EXISTING LAND USE: ,}
Number of Tax Parcels: 2 1
Development Size: �,�,,s Acres Dry'Land
Acres Wet Land
2 3_22 Acres TOTAL, all parcels -
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Present Use (check one) � Residential; Number of Units: 2 �
❑ Other: (Specify) ;�
Present Zoning District ,P,Q_�g ��
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Proposal: � � - . �
❑ Division for Tax Purposes �
'� Lot Line Rearrangement Only (no new buildingj sites) �
❑ Subdivision for New Building Sites ''
Number of Building Sites Z Existing�;Units �
O New Units
2 Total Units
Proposed Gross Density 2, Units per � - Acres
Minimum Lot Size �7 i2o Square Feet Dry Buildable Land
Proposed Use (check) Residential I
� ❑ Other(specify) i
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MINIMUM MATERIAL REQUIRED FOR COMPLETE PRELIMINARY APPLICATION •
1. Payment of fees (refer to"appiication fees" listed below).
2. Completed application form. � -
3. Preliminary plat information on Certificate of Survey.
4 Certified Property Owners List of owners within 350' (you must obtain this list from Hennepin County Department of
Finance, Government Center, A-603 300 South 6�'Street, Minneapolis, telephone 612-348-5910).
5 As an addendum to this application, please attach a separate list of any other persons you wish notified of this
application.
MINIMGM MATERIAL REQUIRED FOR COMPLETE FINAL APPLICATION
1. Payment of fees (refer to Preliminary Subdivision Approval resolution and park fees if applicable).
2. Signed Certificate of Survey or mylar copies of formal plat.
3. Title opinion.
, 4. Easements, covenants, etc.
5. Developers Agreement and Letter of Credit. � �
APPLICATION FEES (Zoning Administrator to check[X]those which apply) "
A. Application Base Fees: . , , ' , � � . TOTALS
Sketch Plan Review(Class I, II & III) $350.00 _ � .
° Subdi'vision of a Lot�Line Rearrangement$600.00 � '
Subdivision Application (Class I & II) $600.00 ' � ,
Preliminary Subdivision Application $750.00 +$30.00/lot(Class III &all non-residential)
" Final Plat Application (Class III) $250.00 ' .
Legal Review and Filing: • -
Subdivision only$140.00
Subdivision w/easements and covenants; minimum $280.00+any additional costs .
Park Fees (to be determined per Section 82-227) . � �
Legal and Engineering Review Fees (as incurred) . � ' � .
Renewal of Class I, II, & III Subdivision and of a Lot Line Rearrangement Application$300.00 •
B. Special Improvement Fees: � � .
Proposed Private Roads$650.00+$.50 per lineal foot; lin.ft. x .50=� �
Proposed Public Roads $950.00 +$.50 per lineal foot; lin. ft. x.50=$
Request for City to Accept Existing Private Road$950.00
Proposed Sanitary Sewer Main Extension$275.00+ $25/stub '
Proposed Watermain Extension $275.00+ $25/stub
Proposed Storm Sewer System (excluding culverts) $250.00
On-Site System, Site Evaluation Review(applicable to rural subdivisions) $60/per lot x_new lots -
C. Flexible Application Fees/Miscellaneous Fees .
• Variance$600.00 •
Vacation of Public Road $75 per benefiting property($600 minimum per application)� _
Easement Vacation Associated with a Subdivision$100.00 � .`
PRD Application with Subdivision $35.00 per dwelling unit : ',._
The applicant hereby agrees to provide all.information required or requested�by Planning Department
Staff, City Engineer, City Attorney, Planning Commission and Council necessary to process this �
application and further agrees to pay all additional fees established by ordinance.
p����� �- � � �c��-
Applicant's Signature: Date: . ._
Owner's Signature: Date: •
Applicant must have all submittals into the City Office 25 days before the Planning Commission
meeting. Planning Commission meetings are held on the third Monday of each month. Applicants
must be present at all scheduled review meetings of the Planning Commission and Council. If an
applicant is unable to attend a scheduled meeting, please make arrangements to have an authorized
agent attend in your place and to advise the City Planner assigned to your project of this change prior
to th�,,meeti�ng,,,.�,� �..o� ��
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DATA PRIVACY ADVISORY
In accordance with M.S. 13.04, Subd. 2, "Rights 'f subjects of data", we would like to inform you that
your request for a permit or license from the City of Orono or any of its departments may require you to
furnish certain private or confidential information.'
You are notified that: `
1. The information you furnish will be used to determine your qualification for the permit or license
requested. � �
� �
2. You may refuse to supply data, but refusal may require that the City deny the permit or license.
3. The information may be shared with other�local, state or federal agencies to the extent necessary
to process the permit or license. �
4. If your requested permit or license requires Council action to approve;some information may
become public. '
5. You have c �
ertam rights underM.S. 43.04 fsee following page)to review private data on yourself.
6. .Your full name is required to process this application or permit. � �
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DATE BY REMARKS �PREPARm@Y►EORUNOERWOHtECT6WERVISION, 6�1307
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YB�s PREFArteo ev ME oft w�oER w oxiECi 6UPERV�s�oH. &73-07
DATE BY REMARKS umnwri�w�ou�rucee+smartoFesswr+KExca�c
_ �Tsum�roR n�uwsoFn+ecrn�oF . t'�o' CIVIL ENGINEER3,LAND SURVEYORS,LAND PLANNER
o�-zz3 445 N.WILLOW DRIVE LONG LAKE,MN 55356
o,,,� _� �G ,�,,,,,�� 17,f � PHONE:952-473-4141 FAX:952�d73�435
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�!' "��� �� 2335 Highway 36 W
St.Paul,MN 55113
Te1651-636-4660
Fax 651-636-1311
� www.bonesuoo.com
�
September 27, 2007 i �' "Bonestrov
I �
Ms. Melanie Curtis +
Planning and Zoning Coordinator !
City of Orono ; �
� Post Office Box 66 ;
Crystal Bay, MN 55323 ;
i
Re; 1860/1880 Fox Street �
File No. 000139-07000-1
Plat No. 07-3320 �
;
Dear Melanie: • ;
i
We have reviewed the survey for 1860/1880 Fox Street dated 9-14-07. The plan proposes to replat two
residential lots. We have the following comments with regards to engineering matters:
�
, • The plat should provide perimeter drainage and utility easements 5-feet wide along all interior lot
lines and 10-feet wide along all exterio�lot lines.
• The plat should provide drainage easements around all wetlands.
• An access easement should be established for Lot 1 to use the driveway to Fox Street if it is to
maintain a Fox Street address.
• Consideration should be given to pr Ivide another access easement to allow Lot 2 to use the
existing driveway to South Brown Road.
,i
If you have any questions, please call me at(65,1)604-4894. ,x,
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Yours very truly, i �
,
. �__, i . �
Darren Amundsen �
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Cc Tom Kellogg iI
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Memorandum � i �Bonestroo
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�� 2335 Highway 36 W
. To: Melanie Curtis Project: 1860& 1880 Fox Street Date: 10/8/2007 st.Paul,MN 55113
From: John Smyth Client: City or Orono Tel 651-636-4600
�� Fax 651-636-1311
Re: Wetland Buffer Ordinance iI File No: 139-07000-1 www.bonestroo.com
i
i
Remazks: i
�
. ;
According to the submitted building plan four wetlands have been delineated within
the property boundaries at 1860& 1880 Fox Street. The following is a summary of
the wetlands and the associated requirements to be in compliance with the city of
Orono's wetland protection ordinance.
+
There are three wetlands located between the blacktop driveway on the property and
Brown Road South. Two of the wetlands are classified as Manage 1 wetlands and
require a 35' upland buffer and 20 foot setb�ack from the buffer. One of the wetlands
is classified a preserve and requires a 50 foot buffer and 20 foot setback. The survey
shows the buffer and setback mislabeled. The setback is currently labeled buffer and
the buffer is currently labeled setback. This labeling should be switched on the next
� � submittaL
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There is currently a blacktop driveway located within the required buffer of the
wetland. This is considered a legat nonconforming structure. The applicant can either
move the driveways or develop a plan that includes buffer flexibility. When exi•stin�
, surfaces, like the driveway, or structures a e within the area needed for the
establishment of a buffer the applicant can be allowed Buffer Flexibility under 78-
1608(3)Nonconformities (d)Buffer Flexibility. The wetland ordinance indicates that
buffer flexibility needs to be approved bylthe City Council. If the applicant proceeds
with Buffer Flexibility rather then moving the driveways I would recommend the
following: � -
1. Buffers should be included on the driveway slopes to provide filtering of
runoff from the driveway. A�3-foot mowed non buffer area can be
maintained directly adjacenf to the bituminous or gravel for appearance
and maintaining views. � �
2. Buffer width averaging should be done on the property to make up for the
lost buffer. The applicant will need to have the survey firm provide a plan
that shows the total acres of buffer reyuired by the code and where the
buffer is being expanded to make-up for the acres of the buffer that is lost
due to existing driveways i
A site evaluation was completed on 29 September 2007 to determine the condition of
the vegetation in the existing upland buffer. Currently the buffer is substantially turf
grass. According to Division 3 sec. 78-1605 turf grass is considered to be an
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undesirable plant species and should be removed from the upland buffer area. After
�the turf is removed it is required to be planted or seeded with native species(see
general comments below).
There is one wetland located on the eastern end of the property. This wetland is
classified as a Manage 1 wetland and will require a 35' buffer and 20 foot setback.
The survey shows the buffer and setback mislabeled. The setback is currently labeled
buffer and the buffer is currently]abeled setback. This�should be switched on the next
submittaL
� A site evaluation of wetland buffer was conducted on 29 September 2007 to determine
the condition of the vegetation in the existing upland buffer. For the most part the
buffer is acceptable and does not require work. There is a small portion of the buffer
which is wooded and contains common buckthorn. Buckthorn is considered to be an
undesirable plant species and should be removed from the upland buffer area. After
buckthorn is removed,bare or disturbed areas in the understory should be seeded with
a shade tolerant, approved native seed mix(see general comments below).
General Comments: A
Most of the buffer is currently turf. This must be converted to native plant species.
All of the areas of buffer that are currently turf will need to be planted and/or seeded .
with an approved nativ.e species or seed mix.According to the ordinance Div. 3 Sec.
78-1605 (3)the seed mix must contain at least 12 pounds(PLS)per acre of native
prairie grass seed and 5 pounds (PLS)per acre of native wildflower seed. The grass
mixture must contain a minimum of four species while the wildflower mixture must
contain a minimum of five species. A landscaping plan that meets the ordinance
requirements will need to be submitted to the City for review.
All buckthorn removal should be done using hand tools as large equipment can further
disrupt the wetland buffer. Buckthom should be cut and the remaining stems should
be treated with an approved herbicide following label instructions. Treating the cut
stumps will help prevent regrowth of the buckthorn.
There is approximately an acre of turf grass that needs to be converted to native
vegetation. We recommend that the city take an escrow in the amount of$5,700 for
the seeding,maintenance of seeded areas,buckthorn removal and for future
compliance checks.
Page 2 of 3
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Lucy Cliorl�y . �
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S�roboda Ecolo�ical Resources '� �
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Project Number 2007-070-03
Au�ust 30, 2007
The contents and forniat of this repor�are considered intellectual pronerty and
are suUject to cop��ri�ht cestrictions and may nol bereproduced��=itlx�ut
the e�press permission or Svoboda Ecalo�ical Res�urces.
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TABLE OF GONT�NTS
ABSTRACT....................................................:..........................:....................................................t
INTR011UCTIUN....:.....................................................................................................................2
NI�THODS......................................................................:...............................................................2
R�S ULTS.........::.........................................................................:...................................................4
Back`round]nfarmation-(Oflice-Basecl Investi�ation) ......................................................4
SiteVisit ........................................................:..........:.........................................................7
DISCUSSION................................................................................................................................12
R�C014�I�IE1'�IDATIONS.........................................................................................................:...12
CERTII+'ICA 1'ION .......................................................................................................................14
DATASOUItCES.............................................................................................................:...........15
LITERATURE REI+ERENCLD....................................................................................:............16
� FULL rIGUTt� SET:
Fi�>ure l: Site Map
Fiaure 2: Na[ional Weclands Inveuroiy
Fitrure 3: Hennepin Caunty Soil Stuvey
Fiaure�-: DNR-Protected Waters
Fi�ure�: Appro�imate Wetland Boundaries and Sample Locations
THE TEC,�II�IICAL D�CUb'IENTATIJN S�CTIQN:
FieIcl Da[a Sheets
Plant fndicatoi•Stltus
Soil Series Data
Wetland Detinition
APP�NDI�A:
Ex�lanacion of Cowardin anci Circular,9 Wetland Classification Systems
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SuoGoda Ecologictal�Zesoarrces(SER)visitecl.the above r•efere�aced propert�=o�z Augcast 24, 2007 to .
examirze the si.te for tlze l�rese�ace of areas rriee(arag yvet.lnntd criteria. �'he stcrdj�p�rrc.el is locazetl
ivithin.11�e Ctty of Orono, Hen�ienin.Coacnty Miira�.esota, (Figure I). Four tivell.n�zd.bocrnd�rries r�rere
deliraet�ted trt tliis site. O�ac (or �nore) sampl.e�trc��zsecz per tivetln�zd �vas establislzetl i�z ortler to
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Fiaure ]; USGS Topo�raphic Map '
Svoboda Ecolo�ical Resources I860�.7 S80 Fox Street
Projecl No.:2007-070-03 � Lucy Chorley
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� _ IIVT�tOID�JCTION
The combined subject parcels (]8GU & 1 S�Oj are a�apro�imately ??.19 acres and dominated by
scattered hat•clwoods,wetlanct,manicui•ed lawn,and t�vo sin�le-Familyhomes.The topoaraphy of the
site is_lower ta the south and west, nradually rising in eleva�ion to the north and east (See�i`ure l).
� � The surroundinn .land use c�nsists of sintrle-family homes; �letland, and scatterec] forest. Al]
identitied ���etlands nnd areas were cllssiCed accardinQ to the Cowardin et al. ancl Circular 39
classification s}�stems an.d staked with lath or pin flavs. Please find ��ithin the Technical
Documentation Section:field data sheets,plant indicator status informatian,soil survey infi�rmation;
ancl weCland definitio❑ information. •
METH�D►S
The methods used to delineate che subject parcel �u•e as descriGed in the 1987 US Army Corps of
Enuineers Wetlands Delii�eation lvlanual and the?OU7 Miclwesc Re�on Supplement Manual. [n the
19�7 Manual; the methads used were described under the"routine"methods for si.tes gx•eaterthan S
acres. This melhadolagy is falloweci in order to assess whether the three parameters oF�wetland are
met tar areas on Che subject.parcel. The thi•ee parameters required untler nornzal circumstanccs in
order to cle[inea�e a werland are described in the Technical Documencation Section.
The Midwest Re�ional S�ipplement tiVetland DeIineation tuianual is also bein�utilized to increase
the accuracy of our wetland boundaries. This acidendum to.�he ori�inal 87 A�anual was created to
address the many reeional differences that ai.fect we[]ands and the delineacion methods used
throu;hout the country. The foll�tivinU e�pTanations are passa�es from that document.
"This Regional Supplemeni is part of a natiomvicle effon to adclress re�ional
�vetland characteristics and impro��e the accuracy and �i'ficienc}� oi` weQand-
delineation procedures. Re�ion�il difFerences in climate,geolo�y,soils,hydrolo��y
planCand anim:il communities,and other factors are imporfant to the identificltion
and functi onina of�vedands.These di tferences cannot be considered adegu�iely in a ,
sinsle nationa] manuaL Tlle dz�relopment of this supplement follo�vs National
Academy of Sciences recommend�tions co inerease the renianal scnsitivity of
wetland-delineation methods(National C2esearc.h Cauncil 1995).The intent of this
supplement is to brin�che Corps I��Ianu�l up ro date arith current knowled�e liid
prnctice in the reaion and not to chan�e �vetland boundaries.° "._.This Regional
. Supplement is desi_�ned for use wid� die cun-ent ��ersion of die Corps l�ianual
, (En�rironmental Laboratory 19$7 j and a7}subsequenr�ersions.�Vhere differences in
. the t.�vo documents occur. this R�gional Supplement takes precedence over the
` Corps\�tlnual for npplicaiions in the l��Iid�vest R�sion."
Nati�nal Wetland C.nventory(NWI)maps (Figtir�?j,Soil Sccri�e>>nf He��rrepi�i Cntazt�� mlps (Fi�ure
3),1vlinnesota Pi-otected��aters maps(Finure 4);and 2004 aerial phc�to�raphs���ere r�viewed priUr to.
the site visit t�identify areas rhat may b�wetl�rnds. Areas illustratin�evidence of�vetland canclitions
�vere etaminecl in ,reater detail durin� the field survey. Vz�ret�icioil, soils ancl hydrolc�4y were
eaumined (as otiClined in the 1987 Manual) and used to characterize wetland types and decermine
S��oboda E�oloeical Resou►•ces ]S60� I S3�Fc�s S[reet
Project No.:?007-070-03 � I.ucy Chorley
� 1
�vetJand b�undaries. Sample transects wer.el established in representative��vetland-ta-upland
Cransition zones in orderto characterize the ve�etat�on; soils,ancl l��Jdraloa�=of the sifie. Transects
c�nsiste8 of representati��e uplan�i sample poi�nt(s) and .representative wetland sample point(s).
� Information,ob�ainecl_from the sa�nple points can be found on the field data sheets locat�d in the:
Technical Docu�nentati.on Section. ;
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Vi�etland boun�iaries were markecl at the site by��blaze-arange"wetland boundary"fla�aing atl3cl�ed
to 4=foot wooden lath or pin flatrs, V1�here ve�e�atian was dense;to assist in 7ocacin�the fla;aed lath
wetland edtre , a s�concl ��
( ) Piece of fla�;ing was attached to a nearby tree or shrub branch. The
'`wetlancl.boundary"is considered to be tl�e�tap�orraplaically hi�hest extent of the wetland basin;areas
below the stakeel bounclary met the three rec�riirecl wetlanc cri�leria wliile areas aliove were lacl:i�ig in
one or more of thesc criteria. Wetland classi�cation followed mcChods described by'Cowardin ec al.
(197)) anel used in the N'4�!T(e �. PEMB; PS�1C, etc.); completecl hy the U.S. Fish ancl"�Vi]dlife
Service. The Circular 39 classiiication (Sh�vY 1nd Fredine I9�6) is also gi�ren (e.a.Type ], 'Type
�...etc.). Theincticatorslatus oCplants,as described in TheTechnical Docurnentation Sect7on,��as
�etermis�cd using the:National List of P.lant Species Tl�at 0ccur in�Wet�lands —Re�ian 3 ('Sabine
1999). � . i - �
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Results ar�on the following paae: `
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The Soil Survey of Hennepin County, Figure 3, indicates seven soil series present on the subject
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Cordo��a and Klossner soil series are classifie�d as hydric soils (SCS Hydric Sails of the United
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Fiaure 3,Hennepin Count��Soi] Survey
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Svobodn Ecolosical Resources I 1860� 1880 Fox Street
Project No.:2007-d70-03 i 5 Lucy Chorle��
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SER ecolo�sts exammed the subjectpr.operty far areas meetin�-jurisdictional wetland criteria during
the site visit. Four wetlands meeting the jurisc�ictional criteria of a wetland, for which a baundary
was determined and delineated, were stal:ed (�ppro�imate wetland boundaries outlined in yellow,
Figure 5). Decailed soils,vegetation,and hyclrolo�y data for.the delineated wetland's are provided in
the data sheets of the Technical Documentati�n Section. � . �
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Wetlancl ] is defined as a PEMF Type� «�etla�� ci. Th�wetlan�i is dominated b�j reed canary mrass
(P77al�u•is cu-icrzdirl�rcerr), cattail (Tjpl�tr sp_)j and lak�-bank sed;e (Ccri•ex l.ncerstri.r). Tllis
ctassification is consistent with ehe N1?�JI classi`�ication. � �
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Th� adjacent uplancl area is dominated by common buckthorn (Rha,nntrs catliarticc�), Kentucky
bluegrass (Porr ��r�uensi.r), Canada thistle (Ci�siau��. a�l�ense), and Canacia `oldenrod (Sol.iclago
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cunn�le�zsis). �
. V4'etland ] «ras delineated by apprUximately 7,� lath. The majori���af the wetland bound�uy exhib'rted
� a rather d.istinct�topa�rlphic edQe. Addition11:15r;there u�as a�3istinct shift beCween h.ydrophytic and
nan-hydroph�l�ic vege�alion dom.inance. SER,�ecolo�ists t��ically placed the wetland`boundlry alon�
the edge of reed canary�r.ass (wetland) and Canada thistle and Kentueky blue4rlss (upland).
t��etland lA is a narro�!ditch.cannected t�W�etland ] bya culvert. SER ecolo�ists olaserved inostl <
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bare�round ��ithin the ditch and standin� wacer. Wetland 1 A was deTineated by 6]ath.
Vi?etland 2 is deti��ed as a PEIVIC/F TyJ�e 2/3 �vetland. The wetland is dominated h � ree;d canar�
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�rass and cattail.
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The adjacent upland area is dorninateci Uy common buckthorn;Kentucky l�:lue;7rass,Canada ihistle,
and Canada aoldenrofl. ( � �
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Vi�etland 2 was delineated hy approximately 20 lath. Themajority of the wetland boundary�xhibited
a rather.di.stinct Copo=raphic ed�e. Additionally. �here was a distinct shifl between hyclrophycic and
non-hydrophytic�reaeCataon dominance. SER ecola;ists typ:ically�laced the«�etland h�undary�lona
the ed�_e of reed canary�rass{wetlandj anci'Canacla thistIe and Kenlucky blueVrass �upland.).
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�Vetland 3 is defined as a PEMC Type 2 �v��tland. The wetland is dominated r �reed canar �rass.
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This ucetland is not mapped on fhe NV��T. �
The adjacent �i�land area is dc�minaeed bj� common buckthorn, Canlda thistle, vlossy bucktl�orn
(Rhcrriz�aus fi•cc�zorcla), reed canary gr.ass; and Kecatuck.y bluearass.
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Wetland 3 was delincated b��a��proximatell�91ath. The ma'orit�of the«�etland bountlarti�exl�ibited
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a rather discrete toporrapl�ic edge. Aclditionally;there was.a distinct shifi betwe�n hydrophy+cic and
non-hydra�hS=�ic��eJeta�ion clonlinance. SER ec�loaists 1��pically place�l the wetlanci boundar}f alana
the ed�e of reed canar��yi•ass (�vetland) and Cana�la thistle(uplan�l).
Vi��tland 4 is de�ned as a PEMF Type � v��etland. The wetland is dominatecl b �reed c�ttlar� �rass
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cattail, and lake-bank sedae. Tl�is classif cation is eonsistent with th�NV�Ti classification.
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The adjacent upland area is dominated bj common buckthorn; Kentuchy blue�rass;Canacla thistle,
ancl Canada goldenr�cl. � �
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Seoboda Ecoloaical Resources I 1&60�S.1880 Fox Street.
Projecr 1�'0.:2007-070-b3 i � � Lucy Chorley
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Wetland��yas cleIincated by appro�imaCely 3�lath. The majority of the�vetland baupdary exhibired
a�-ather distinc�topc��raphic�ct`TG. A(�Cllli011ill�y, there was a ciis�inc�shifc between hydroPh.ytie and
nc�n-hydropllytic veUetaeian dominance. SER ecnloaists�ypically placed the�vetland boundary alon��
the eclae of r�ed canary�rrass (wetland) and Canada �histle and Kentucky blueUrass (upland). y
DYSCUSSYO�I�
SER compleied all on-site deliueations based on the three required technical criteria as outlined by
the 1987 ManuaL• �t�e prescnce af hydric soils, a pred�minance c�f hyclrophytic ve��tltion, and
indicatars of�vetland hydrolo�y in each basin. The site visit port.ion of the wetlancl delineltion was
completed on Aunust 24, 2007. '
SEI2 personnel examined the suhjecr pro�rerty fur areas meetin�.iurisdicfional�vetland criteria d�irin�
tlie site visit and delineated the ed�e �f Cour basins as bein�jurisdictinnal wetland (Fi�=ure 5).
Detai(ed soils, vegetatian and hycirola�y d�ta f��r ihis wetland is prouided in thr;daCa sheels c�F The
Techn.ical Documentati.�n Section. A set of full-SCale fiaures is gi�len in the fi�ures seccian.
RECOMIVIENDATIONS
Activities which impact or potentially impact wetlands are currently re�ulated at several levels of
Qo��ernmenC. ln.Minnesota, the t�vo primary jurisdictions are covered at the state and federal levels
by t�l�eprovisians of the followina leaislative actions.
'r State juriscliction ry the Wellaiid Conservaeion Act o�f 19�] (WCAj adminisiered
�by the �'CA Local Governmental Unit (LGU).
% Federiil juris�lictiUn by lhe Clean Waler Act of t972 and subseyuent �mendments.
Wetland Protection is implemente� by the Cor��s of En�ine�rs (CorPs) with permit
cer.[ification issued by che Cnviranmental Protection Aaency.
While Clle �vedancl bounda�y that SER has delineaied is not official until appr�ved by a 1+VCA
apProved]ocal �overnment unit(LGU), SER advises the praperty owner/developer to ref7•ain from
any filling, draining, or exca��atina, �r any impact to the are� SER has delineated as we�land. N�
oradin�ar fillin�in wetlanci basins should commence until all necessary permi�s liavebeen c�btained.
Vi�lation af ���etland reaulau.�ns has resulte�l in substantial civil and criminal pena]Cies. Local
ordin�nces may r��ulate ���ecland moditications such as h�lish and tree removal an� burnin� in
adclition to �Tradin�? and fillin;. Dzpendin; on the locacion of the property, buffers aroun�l the
c�Jetland may also he protected�Any activities in rhe Proximity of the wetland sha�ild he cicared with
a�propriate WCA re�ulatory a�eilcies. It is also advisable to have the�vetlancl boundary surveyc;d by
a licensed land stirveyor_ Since the lath used alan�thc bo�mclary can be vand�ilized or ina�verrently
knocked over, a sur�fey of the lath will asstire thc Pcrmanence oi'the bound�lry. Thc;clielit sliould
Svoboda Lcolo�ical Resourccs . 1560� 1480 Fox Su•eet
Ar�jecr No.:?007-070-0; 1� Lucy Chorley
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alsa be a���are d�at approvecl weCla��cl bounclaries��rre typically��atid for only tl�ree years trom the date
of approval. I
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'i'o avoiil projecr delays associated with w�tland reaulauons,icis essential that}rou acguire necessary
permi�s from all jurisdic�ional a�encies befor.e�'initiatin�� activities. A 1?VCA SequencinQ forrn, a
� 'WCA and �.rmy Corps of Enaineers Replacement Plan Application form, �znd a DNR permic
application are among Che materials lhat you.may be required to submit if impacts aze proposed for
the delineated wetlands. B��initiatin�the�ermi���-ocess as soon as�ossible;potential cosll}�delays
t�th�project may be avoided. , i . .
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S��oboda�colo�ical Resourccs � � I 360� ]S$0 Fo�Street
1'roject No.:2007-070-03 I �i Lucy Chorley
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C�I�TIFICATI�l�I
Ben Carlscm and Bri�n Bur4ner cornPleted the abov�-descrihed del.ineation on Auaust 24,2007.This
� delineation �vas performecl Zccardina to the procedures desci•ibed by tl�e US Army CorJ�s of
Enbineers in the 19S7 We�llnds llel.ineation Manual and the 2aC)7 I��iciwest Re�ion Supplemen[
We�land Delineation Manual. The deline�ltion meets the standards anci a criterion described in these
� manuals and canforms to the applicabte standai•ds �1id rea.�ilations in force at the time the clelineation
�vas compl�ted. y
Repoil prc;pare�! hy Ben Carlson (Wetland Ec�l�`is� llj, ancl�-rapliics prepared by Josll J�lmstc�n
(GIS Sp�cialistj an this dzy, Au�usk i0, 2007.
Client: Lucy Charley '
Praject Name: 1860 & 188Q Fox Stceet
Project No.: ?007-070-U3 . .
Locaeion: . (}rono. Minnesota
Ben Carlson. WDC � •
Wetland Ecoloaist I.I �
Josh Johnstun � +
• GTS Specialist
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Presiclent, Svoboda Ecoloaical Resources
Autrust �0. 2OU7
Da�e
Si�ohodl Gc��lo�ical R�sour..es 1 Sbi)S I k30 Fo�Street
Project No.:2U07-070-U� • �.�, Lucy C'horley
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11�i�nnesota Department o�'Natural Resources Pr!tected �X'aters Inventory Map, Hennepin Caunty.
� 198a, Revised 1996. i
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Soil.Survcv of Hennepirz Co�uu}�. Apri1, 1965 U.i.D.A.40pp. plus appendices.
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United States Fish and 1�jildlife Service Nationa� Wecland Inventory�n7ap—Excelsior
(�uaclran�le. ]997. (Taken i'rom A�Iay ]9$0 ae�-ia1�phatc�`raphs).
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USGS Quadran�l.e A�Ia�—Exce.lsi.or 7.�-Minute Qeiadran�le,Minnesota, U:S.A.
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S�+ohoda Ecolonic�l Resources ' 1 SGO�C 1 S8b Pox Sa•eer
Projec�No.:2007-070-Q3 7_� Lucy C.I�orley
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L�1�dlt3�V L�G ry�''i'l��r'1 V C�3J
Caurardin, L.IVI., V.�Carter, F.C. Golet, and R.T. LaRoe. 1979. Clrrssifcativia af Wetlrnzcls artt!
Dce��u�a�er Hal�itats of�he U,aicerl States. U.S.Fisl� and Wildlite Service, FWS/OBS-79/31.
l 03��p.
E�?�rers, Steve D. and nonald M. Ree�i. 1�97. 4t�erl�m�!Plarzrs �rn�(Pl.rrnt Cam��.cuzir.r'.es of
iYlirznesota arzd YVisco�csirz.`US Army Corps of En�ineers, St. Paul D.istrict. 2G3pp, unclass.ii�iecl.
Environmental Laboratory. 19�7. 1987 U.S. A,•��z�r Corps of Ettaiiu��l.s 4Veticcritls Delirzecltiun
- Mrnaarrrl. Technical Report Y-87-1, US Army Enaineer �Vater«�ays Experiment Scatic�n,
Vicksbura, Nlississippi.
Gleason, H.A. and A.C. Cronquist. ]9)I. Mrr�aurrl of Vnscular Plrc�zts af Nvrrfi,c�c�st�r,a U�titetl
Star.e,r m2rlAdj«c.e,i.r Gniuidn. Ne�v Yark Botanical Garden: Bro�lx. 910pp.
National Teclmical Committee for Hydr.ic Soils. 1.991. H�.d�•ic Soils of the Uiiite�l Strrtes.
USDA Sail Canservation Servi.ce, Washin�tan, D.C.: I��isc. Publication Numher 1491. 1991.
Sabine, B. J. 1999. Na�iofarrl.List o�'Plarzt S��ec.ies t/tat Or.cir�•i.rz 4t�etlratcls: l�egiorz 3—Nortfr
Ce�ztrrrl (I�adiaiaa, �l.li�aois, lov��cr, �Vlicltig���t, Nlittnesota, /I/II.SSOlII'1, l�%isc.arsi�a). Resaurce
Manaaement GrouP, Inc. 77pp. .
,
� Shaw, S.P., anci C.G. Fredine. 19�C. 4Vetl.�n�ds of the Ufzitecl St�rtes. U.S. Fish and Wildlii�e
� Service, Circul�u 39. 67pp.
U.S. Arm.y Coa�ps of Enaineers. ?007. I�arerinz Re�innrcl Scrp��l.errac�zt �o tlze Cv�ps of'E�igi�aec>>:r
��l['.�lCli1CI DL'II71L'ClllU77 MQIlI[Cl�: 11�Iid►r.esr Region. ed. .1.5. Wakeley, R.W. Lichvar, and C.V.
Nobcl. ERDC/EL TR- . \�icksbura. MS: US Arm}J En�7ineer Research and Development
Center.
Svobada Ecalci�ic;il Resources I S60& I 38U I=oa Street
Proj�ct No.:3U07-070-03 ]� Lucy Chorley
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,22.,9A°`�5 , qpproximate Wetland Boundary Map �,E��`°�oa�mo�3, Figure 5
Part ofthe NW%ot ihe SE'/.
ofSeclion3,T'117N,R23W „� Overiaid on 2004Aerial Photo ra h UniversalTrensverse
,�j ` g � y Mercator2one 15 N
�� �npprorimate Parcel 8oundary Bound2ry Sottc=:
5 �Approbma�e Vlpila�Bo�dary Hennepin County •
'� �. Parcel Database 2007-070
�r�������� p �' Sampla PoiNS 81 p 1860 FOX StfBet
����:�• Ecological Resources orono,MN
• Feet g)Zg/2007
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' �THE TEC�INICAL DOCUMEN7CATI�N SECTION
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Field I�ata Sheets
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S��obodaLcolo�ical Resources � ]860 fi ISSU Fo�Street
Projc�t No.:2U07-070-03 � ]� Lucp Chorley
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����1'2�' Yt�'cllcuul.�•Ini�c��tura�� Delirzcuri�,�� Fisl7u•1cs lI%ilcQrJc A'u�uru!Communrtic.s•
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_ ProjecUSite; �360�� 1�i80 Fo�SU'ee( Cily/County: Orotio/Hennepin Sampling Oate: S/2=�/07
� ApplicantlOwner. Lucy Churlap . . State: �"iN Sampling Poinh S�'I-I ��e�
investigator(s): BPC•B� SecGon,Township,Range: Sectiiin 3.'TI 17N,R33N �
Landform(hillslope,terYace,etc.): : Local relief(concave,convex,aone): �
Slope(°k): " Lat: k.ong: Datum:
Sofl Map Unit Name: ��>rdovu NWI classificatian: �'f:A�[C�
Are climatic/hydrologic conditions on the site typicai(or this time of year7 Yes � No (If no,explain in Remarks.)
Are Vegetaiion ,Sall ,or Hytlrology significantly dislurhecl? �Are"Narmal Circumstances"present? Yes � No
Are Vegetation ,Soil ,or Hydrolagy nafuraliy problemalicl (IF needed,explain any answers in Remarks.)
SUMMARY OF FIhIDiNGS— Atta�h site map sfiowing sampling poinf locations,transects, important features,etc.
Hydrophytic Vegetafion Presen(7 Yes ° No Is the Samp(ed Area within a Watland7 Yes '� No
Hydric Soil Present? Yes � No Distance from Delineated Edc�e�Ft. Above 8elow ✓
We�land Hydrology Present? Yes '' No
Remarks: .
VEGETATION—Use scientific names of plants.
Absolute Dominant Indicator UominanceTestwarksheet:
Tfee StralUm PIOI SiZeS: •��+•!�radi�o 0
( ) .6 Cover Soecies? Status Number of Dominant S ecies
1 Acet ut��ui�du ='i � �'����1°- That Are OBL-,FACW,or FAC: � (A)
2. Uinu�s m��eriru�m 20 ✓ I:AC�I'- �
Total Number of Dominant �
3' Species Across All Strata: (Bj
4.
$ Percent of Qominant Species ��x�
That Are OHL.FACW,or FAC: (q/g)
Totai Cover. �'
SaolinqiShrub Strafum ( f��i�r,r.t;�.s � Prevalence Index worksheet:
�, �rd�n�,mn•!r«,r�;�,l« ZO ✓ PAC+ TOtel°lo COVBf Of: MuiIiDIV bV:
2• 08L spe�ies x 1=
3• FACW species x 2=
4• FAC species x 3=
5• FACU species x 4=
Herb Stralum ( f»���J�t,t �
Total Cover. '-�> UPL species x 5=
Column Totals: (A) �g�
1. Jtrnrlirrs'pp. 3> � C-��C\�'
2 I;nlrnan;ntirarin ^q ✓ OBI. Prevalence Index =B/A=
3 Qrrrl lr+ru.rrris 2G ✓ UBL Hydfophytic Vegetation lndicators:
4 T��rlm rur,usiijolro !0 Oi31. ° Bominance Test is>50%
Jc SqIItIl1,4�1(((Rll(IPJISIS i C=ACU Prevalence Index is 53.0' �
6 Rhmnrur,s frru�gutr� > �.�C+ _ Morphological Adaptations'(Provitle Supporting
� C;c;i�wi an�ens�� > f'ACU data in Remarks or on a separate sheet)
B _ Problematic.Wydrophytic Vegelalion'(Expiain)
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yp 'Indicators of hydric soil and vrettand hydrology must
he present.
Totat Cover. ��
Woodv Une Siratum ( )
�� Hydrophytic
2_ Vagotation
PrQSent7 Yes � No
Total Cover:
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers dw t Region—DRAFT Version 6-1-2007
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���'�S�%OBODA CCOL,OG;IC4L RESOURCES
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SOIL �� Sampiin{�Point::SP 1-I «%ci
, Profile Description: (Describa to the depth needed to documonttho indicator or confirm the absencebf indicators.)
Depth Matrix ' Redox Featur�s �
(inchesl Color/moisl4 °� _ Color(moisil °:o ii Tvne Loc Texture Remarks
U-a" 101`l22lJ . 1U(1 il I_a<tm
=1-10" i�r?.5/0 ((H)� • 1I Cl�y-l.aam Cilevcd
]ll-lfi" \2.j/0 lOO il Clay Glcved
16-2D�� 7�'2.5/0 I(Ki il Sandy Cl�iy Glc��ad
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'T e: C=Concentration,D=De letion,RM=Reduced Matrix,CS=Covered or Coated Sanil Grains. 'Lacalion: PL=Pore Linin ,M=Matrix.
Hydric 5ofl indicators: ,I Indicators for Pro6lemafic Hydric Soifs�;
_ Histosol(A1) _ Sandy Gleyed Mairix(54) _ Coast Prairie Redox(A16)
_ Histic Epipedan(AZ) _ Sandy Redox(S5) Iron-Manganese Masses(F72}
_Black Histic(A3) Stripped Matrix(S6) Other(Explain in Remarks)
_ Hydrogen Sulfide(A4) _ Loamy Mucky Mineral(F1)
_ 5trdlified Layers(A5) ° Loamy Gteyed Matrix(F2) '
_ 2 cm Muck(A10) Depleted Matriz(F3)
_, Depleted Betow Dark Surface(At 1) Redox Dark Surface(F6)
= Thick Dark'Surface(A72) Depleted Dark Surface(F7) 'Indicators ofhydrophytic vegelalion and
_ Sandy Mucky Mineral(Si) _ Redox Depressions(F8) wetland hydrology must be presenl.
_ 5 cm Mucky Peal or Peat(S3} ��
Restrictive Layor(if o6served): �
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Depih(nches): � Hydric Soil Present7 Yes � No
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Remarks:
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HYDROLOGY :i
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Wetland Hydrology Indicators:
Primarv Indicators(minimum of one is reauired•check all that aooiVl ,� Secondarv Indicalors fminimum of ivro reauiredl
_ Surface Water(A1) •' � Water-Stained Leaves(B9) Surface Soil Cracks(86)
High Water Table(A2) , _ Aquatic Fauna(B13) ° Drainage Pattems(610)
° SaWraiion(A3j _ True Aqualic Plants(Bi4) _ Dry-Season Water Table(C2)
_ Water Marks(B1) _ Hydrogen Sulfide Odor(C1) Craylish Burrows(CS}
_ Sediment Deposits(82) _ Oxidized Rhizospheres on Living Roots(C3) _ Saturaiion Visible on keriai Imagery(C9)
_ Orift Deposits(B3} _ Presence of Reduced 1ron(C4) _ Geomorphic Posilion(D2)
_A�gal Mat or Crust(84) _ Recenl Iron Reduclion in Tilled Soils(Cfi) ° FAC-Neutral Test(�5}
_ Iron Deposits{B5) _ Thin FAuck Surface(G7) �
_ Inundalion Visible on Aerial imagery(B7) _ Gauge or Well Data(D9)
_ Sparsely Vegetated Concave Surface(88) _ Other(Explain in�Remarks) '
Field Observations: �
Surface Water Prasenll Yes No ° Depfh'(inches}:I
WaterTable Present? Yes No '' Depih(inches):�
5aluration Presenl? � Yes '' No Depih(inches):����� Wetiand Hydrology Present?- Yes � No
(includes ca illa �irinqe
Describe Recorcled Data{siream gauge,monitoring weli,aerial photos',previous inspections),if availabie:
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Remarks:
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US Army Corps of Engineers ( Midv.�est Region—ORAFT Version 6-'f-2007
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� .�':�R. 5'VO�ODA ECOLOG��AL ����T�t�ES
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:���'IS�i{� YTetic�n�l.s Ir�ve»�o�y ce Deli►�ecrtio��•Fislzeries• I��ildlife•R�e�feu•nl Comi�ru�litii;s
Projecusite: I36U& 1830 Fax Srreet Cit lCount : �rono/Hennepin� g_?q_p�
Y Y 5ampiing Date:
ApplicanUOwner: Lucy Chorlcy �,liv
State: 5ampiing Point: SP 1-1 Up
• Invesligator(s): BCP,BKB Seclion,To�mship,Range: Section 3,T117��,R2:i�V -
LandForm(hillslope,lenace,etc.): rfillslope � � Local relief(concave,convex,none): '
Slope(%): Lat: Lang: Datum:
Sal Map Unit Name: Haydcn NWI classification: N��`�`
Are climatic/hydrotogic conditions on the site typical for this time of year? Yes � No ' (If no,explain in Remarks.)
Are Vegelation ,Soil ,ar Hydrolagy signlficanUy dislurbed7 � Are"Normal Circumslances"present? Yes � No
Are Vegetalion ,Soil ,or Hydrology naturally pro6lematic? (li needed,explain any answers in Remarks.)
SUMMARY OF FINDINGS— Attach site map showing sampfing point locations,transects, important features,etc.
Hydrophy[ic Vegetafion Present? Yes No '' Is the Samplad Area within a Wetland7 Yes No �
Hydric Soil PcesentT Yes No �
Distance from Delineated Edge S Ft. Above ✓ Below
Wetiand Hydrology Present? Yes Na ''
Rema�ks:
VEGETATION—Use scienfi�c names of plants.
Absolute Dominant Indicator pominance 1'est worksheet:
Tree Sfratum PIOI SIZ@S: 30jtradin.t
� ) �o Cover cfes? Sta us Number of Dominant Species
1 Rltam��us radtarticn 30. ✓ FACt! Thef AtC OBL,FACW,Of FAC' � (A)
p, Rlramuus fingttln 2p ✓ FAC+ •
Frarimcs ��u,.tti•Itinn;ra , Total Number of Dominanl
3' � � � F����� Species Across AII Strata: 9 (g�
4.
5 . Percent of Dominant Species
That Are OBL,FACW,or FAC: `� (q/Bj
Total Cover. �o
Saolina/5hrub Stratum ( 10.(r radiu.r � Prevalence Index worksheet:
1, Rhumm�s cu�liarrira 35 ✓ FACU Total°h Cover oE MultioN bv:
2. /11��+��+�«sfrn�trla 10 ✓ f�AC+ OBL species X 1= -
3• FACW specfes x 2=
4• FAC species x 3=
�• � FACU species x 4=
Total Cover. `�� UPL species x 5=
Herb Stralum ( } Column Totals: (A) (B)
�. Xl�nnuurs cadmnicn 2i ✓ F.4CU
Z Pnu pratensis 20 ✓ I���C- Prevalence Index =B/A=
3 Ageruriva alrirsin;a ZO ✓ FACU HydPOphytiC Vegetation Indicators:
4 Rhnnuuesjrng�eln 20 ✓ FAC+ Dominance Test Is>50%
5. Salidngu spp• ' S r•t�C prevalence index is 53.0'
6 Purtl!euuci,szus q��inq�ufvlia 10 P.�G _ Morphological Adaptalions'(P�OVide Supporting
7, data in Remarks or on a separate sheel)
g. _ Problematic Hydrophytic Vegetalion'(Explain)
9. -
�p. 'Indirators oi hydric sail and welland hydrology musl
be present.
Total Cover: ��
Woodvvne Stralum ( )
�• Hydrophytic
2, Vegetafion
Present? Yes No ''
Total Cover.
Remarks: (Include photo numbers here or on a separate sheel.)
US Army Corps of Engineers ` Midwest Region-DRAFT Version 6-1-2007
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• 'r;:.l?�' I l crl�nuLc lnremnrr cl Gr(inenriux�Fi.v'freridc•1(1/dlil�••.\ittiirn!Crmmrtruitic�s
SOIL JI SamplingPOint: SI' I-! l�p
Profile Description: (Descrlbe to the depth needed to document the indicator or confirm the absance of indicators.)
Depth Matrix - Redox Featu�es
Cnches) Colorlmoisil °A Colorfmoistl % I TVD2� Loo Texture Remarks
0-IC" 101`123/I 100 i) SCL
� IG-?3„ • IflYlt 3/I 9S 101'R 31� <2 ;I C \4 SCI_ .
"'i_qp.. I.OYIt=1/2 9a I f)1'R-413 <3 �I C �-I SCL
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'T e: C=Concentration,D=De ►elion,RM=Reduced Matrix.CS=Covered or Coated Sand Grains. ZLaption: PL=Pore Linin .M=Matrix.
Hydric Soil Indicators: ;I Indicators for Problematic Hydric Sofls':
_ Histosol(A1) _Sandy Gleyed Matrix(S4) _Coast Prairie Redox(A16)
_Nistic Epipedon(A2) Sandy Redox(S5) _ Iron-Manganese Masses(F12)
_ Black Histic(A3) _ Stripped Mafriz(S6) _Other(Explain in Remarics)
_ Hydrogen Sulfide(A4) _ Loamy Mucky�Mineral(Fi)
._8iratified Layers(A5) _, Loamy Gleyed Malrix(F2j
_ 2 cm Muck(A10) _ Depleted Matrix(F3)
_ Depieted Below Dark Surtace(A11) _ Redox Dark Surface(F6)
_, Thick Dark Surface(Al2) . _ Depleled Dar1 Surface(F7) 'Indicalars of hydrophytio vegetation and
_ Sandy Mucky Mineral(S1) _, Red�x Depresslons(F8) watland hydrology mustbe present.
5 cm MuCky Peat or Peat(S3) �
Restrictive Laver(if o6servedl: �
Type: �
Depih(inches): � Hydric Sofl Present? Yes No �
Remarks: A9ottle�Feu�.
�
HYDR�LOGY ;�
Wetland Hydrology Indicators:
Primarv Indicators fminimum af one is reauired•check all that apolvl � Secondarv lndicators iminimum of two reouiredl
_Surtace Water(A1) _ Water-Stained�Leaves(89) _ Surface So11 Cracks(B6)
_ High Water Table(A2) _ Aquatic Fauna�(B13) _ Drainage Pattems(Bi0)
_ Saluration(A3) _True Aquatic Plants(B14) _ Dry-Season Water Table(C2) •
_Water Marks(61) _ Hydrogen Sulfide Odor(C1) _Cra�sh Burrows(CS)
_ Sediment Deposits(B2) _ Oxidized Rhizospheres on Living Roots(G3) _ Saluratfon�sible on Aerial imagery(C9)
_ Drift Deposiis(83) _Presence oFReduced iron(C4) _ Geomo�phic Position(D2)
_ Algal Mat or Crust(64) _ Recent Iron Reduction in Tilled Soils(C6] _ FAC-Neutral Test(D5)
_ Iron Deposits(B5) _ Thin Muck Surface(C7)
_ Inundalion VsiWe on Aerial Imagery(67) _ Gauge or WeII�Data(D9)
_ 5parsely Vegetated Concave Surface(BB) _ Olher(6cplain�in Remarks)
Field Observafions: i�
Surface Water Preseni? Yes No '' Depth(inches):
WaterTa6le Preseni? Yes No ° Depth(inches): �
Saturation Presenl7 Yes No � Depth(inches): Wetland Hydrology Present? Yes No �
includes ca ilia frin e �
�escribe Re�orded Data(stream gauge,monitoring well,aeriai photos,previous lnspections),if available:
�
Remarl;s: ��h,,�r���R`.�ndicators absen-ed.
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US Army Corps of Engineers ��� Midwest Region—DRAFT Version 6-1-2007
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%�'•' Id�eticulcl.sLri-e��lu�J-c� Deli��euliurt•1=rsheries• Glrilc/life •!Vutzn•ul C�mmtn7flic�s -
� ProjecUSite: 1860 cC 1 Sfi0 FOx Street CitylCounty: OrUno/Hennepin Sampung Date: s-?�-07
ApplicanUOwner. �-ucy Chorle�� 5tate: �'��` Sampling Pointc �'���'��
, Invesligator(s): $PC•�� Section,Township,Range: Section 3,T,l 17N.R33�V
Landform(hiltslope,terrace,etc.): � Local relief(concave,convex,none):
Slope(%): Lat: Long: Datum:
Soi(Map Unit Name: ��u��n��' NW!classificalion: 1'Fb1F
Are climatic/hydrologic conditions on ihe slte typical for this time of yeaR Yes � No (If no,explain(n.Remarks.)
Are Vegetation ,Sail ,or Hydrology signiflcanlly dislurbetl? Are"Normai Circumstances'present7 Yes � No
Are Vegetation ,Soil ,or Hydrology nafuralfy probtemaiic? (If needed,explain any answers in Remarks.)
SUMMARY OF FINDIPIGS— Attach site map showing sampiing point locations,t�ansects,important features, etc.
Hydrophytic Vegelation Presenf? Yes '' No isthe Sampled Area within a Wetiandl Yes � No
Hydric Soil.Presenl? Yes � No Distance from Delineated Edge 5 Ft. Ahove Below ✓
WeUand Hydrology Present7 Yes '' No
� Remarks:
VEGETATION—Use scient�c names of plants.
Absolute Dominanl Indicator pominance Test workshoeY.
Tree Stretum (Plot sizes: ) °,U Cover S�ecies? Status Number of Domfnant Species
�• ' � That Are OBL,FACW,or FAC: ' �q)
2.
Total Number of Dominant � .
3' Species Acxoss All Slrata: {B)
4.
. 5 Percenl of Dominant Species
That Are OBL,FACW,or FAC: ��� (q!g)
Total Cover:
SaalinqlShrub Stratum ( �!'1�r��L�� � Prevalonce Index worksheet: ,
�, S�di.rnigra -'�� ' ✓ n�i�• Total°h Cover of: Muliiolvbv:
2. OBL species x 1= ' •
3• ' FAC1N species x 2=
4• FAC species x 3=
5• FACU species x 4=
Total Cover. '-� UPL species x 5=
Herb Slratum � Im ra;tius �
Column Totals: (A} (g)
1. C'urps I��cu3fris 6i ✓ qfil.
2 Solir(ngn arndrnsis 3p PACU Prevalence Index =BIA=
3 l;cdtru�u salicaritr 1S Uisi. Hydrophytia Vegetation indicators:
4 f.irsiunr nn•ensr � 1=ACU " DOminBnCe TeSt is>5D°io
$• Prevalence Index is s3.0'
6• Morphologicai Adaptations'(.Provide Supporting
�, data in Remarks or on a separate sheet)
g, _ Pro6lematic Hydrophytic Vegetalion'(Explain)
9.
�p. 'Indicators of hydric soil and weUand hydrotogy must
be present.
Total Cover. ���'
Woodv Vine Stratum ( «J7 rmiiu.c �
1. l'in�s ripaiia ?p ✓ C•:\C1v-
Hydraphytic
p, Vegetation
Present7 Yes � No
7otai Cover. ���
Remarks: (InGude photo numbers here or on a separate sheet.)
U5 Rrmy Corps of Engine�rs Mid�vest Region—DRAFT Version 6-1-2007
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z0;-;���\�OBODA GCOL0�ICAL R�SOURCE�
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501L 1� Sampling PoinL •Sl'I-2�iret
Profile Description: �Describe to the depth neodod to document th i indicator or confirm the absence of indicators.)
� Depth Matrix Redox:Features
(inchesl Cnlor(moistl °k Color(molstl °;o �i Tvpe Loc` Texture Remarks
(1-6" lOYR 3/] 9i 1 UYR 3/4• i !I C ��1 � CL
� G-1.2" lOYit:iL1 � l5 10YR3/� 5 !I C PUA�I SCL
12_2?" IUYJt3!] <Ji 1l�]'Jti/6 >5 :I t: !�9 SC
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�T e: C=Concentration,D=De letion,RM=Reduced Matrix,CS=Cove�ed or.Coated Sand Grains. 2Location: PL=Pore Linin ,M=Matrix.
HydricSoilJndieators: ;� Indicators for Problematic HydriaSoils':
_ Hisrosol(A1) _ Sandy Gieyed Matrix(54) _ Coast Prairie Redox(A16)
_ Hisfic Epipedan(AP) _ Sandy Redox(35) iron-Manganese Masses(F12)
- _ Black Hislic(A3) _Stripped Mafriz(S6) Other(Explain in Remarks) �
_ Hydrogen Sulfide(A4) Loamy Musky Mineral(Fi) �
_ Slratified Layers(A5) _ Loamy Gleyed Matrix(F2) �
_ 2 cm Mucl:(A10j Depteted Matdz(F3)
_ Depteted Below.Dark Surface(A11) ° Redox Dark'Suiface(F6)
_Thiok Dark Surface(Al2) _ Depleted Dark�Sur(ace(F7) �Indicafors of hydrophylia.vegetation and
_ Sandy Mucky Mineral(S7} _Redox Depresi ions(F8) welland hydrology mustbepreseni.
5 cm Mucky Peaf or Peal(S3)
Rostrietive Layor(ff observed):
Type: '
I
Deplh(nches): ' HydriaStif Present? Yes � No
Remarks:
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�WYDROLOGY . ,� �
Wetland HydrologyJndicators:
Primarv Indicators(minimum of one is reauired•check alI that annlv) '# Secondarv Indicalors(minimum of two reauired)
_ Surface Water(A1) _ Water-5tained Leaves(B9) _ Sudace Soil Cracks(86)
_ High Water Table(A2) _ Aqualic Fau�a(613} � Drainage Pattems(B10)
_ Saluralion(A3) _ True Aqualic PIaMs(614) _ Dry-5eason Water Table(C2)
_ Water Marks(B1) _ Hydrogen.Sulfi�e Odor(C�) _ Cra�sh 8urrows(C8)
_ Sediment Deposils(62) ° Oxidized Rhizospheres on Living Roots(C3) _ Saturation Visihle on Aeriai Imagery(C9)
_ Drift Deposits(83) Presence oi Reduced Iron(C4) ° Geomorphic Posilion(D2)
_ Algei Mal or Crust(B4) _ Recent Iron Reduction in Tilled Soils(C6) ° FAC-Neutrai Test{05)
_ Iron.Deposils.(85) _ Thin Muck 5urface(G7)
_ Inundation�sible on Aerial Imagery(87) _ Gauge or Well Data(D9) �
_ Sparsely Vegetated ConcaveSurface(B8) _ Ofher(Explain�n Remarks)
Field Observations: ,�
Surface WaterPresenl? Yss No ° Depih(inch2s):
WaterTable Presenl? Yes No '' Depth(inches):
SaturaliortPresent? Yes '' No Oep1h(inches): ��" Wetland Hydrology Presant? Yes � No
(includes oa illa frin e �
Describe Recorded Data(stream gauge,monitoring vreil,aerial photos,previous inspections),if available:
i
Remarks: .
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US Army Corps of Engineers � Midvrest Region—ORAFT Version 6•1-2007
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;� ���,;R.� ������A �C�LOG�CAL R�SOUI�CE�
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%�� ;�1�� G[%erlcrncl.s Im-e,�rort�� Dcli��ecrrion�Fishcrie.r• Yl�ilcllifc •�Vutzu�ctl Cunu�ztr�2i�ics
ProjecUSite: �g60& 18SQ Fox Street CitylCounty: Urono/Hennepin Sampling Dale: �"�`�-��
Appficanl/Otmer. LucyChorlc}� � State: �'�N Sampling Point: SY 1-2 Up
tnvestigator(s): �CP• R�`� Sec6on,Township,Range: Saction 3.T1 17h.R3;�V
Landform(hillslope,tarrace,etcJ: Local rel(ef(concave,convex.none):
Slope(%): Lat: Long: Datum:
Soit Map Unit Name: l.c Sueur NWI Gassificaiion: �/4
Are climatic/hydrologic conditions ort Ihe site typical for this lime of year? Yes � P!o (If no,explain In Remarks:)
Are Vegetation ,Soil ,or Hydrology signfficanlly dislurbed? Are"Normal Circumstances"present7 Yes '� No
Are Vegetation ,Soil ,or Hydrology naturally problemaUc? (If needed,explain any answars in Remarks.)
SUMMARY OF FINDINGS— Attach site map showing samp(ing point locaEians,transects, important features,etc.
Hydrophyiic Vegetallon Present? Yes No `' �s the Sampled Araa wkhin a Wetland7 Yes tVo �
HydriCSoll Pfesent? Yes No '' Distance from Delineated Edge?Ft. Above ✓ Below
WeUand Hydrology Present? Yes No '' .
' Remarks:
VEGE'iAXtpN—Use scientific names of piants. '
Absolute Dominant Indicator pominance Test worksheet:
Tree Stratum {Plol sizes: ) 36 Cover ies? Status Number of Dominant Species
�� That Are OBL,FACW,or FAC_ �� (A}
2.
Toial Number of Dominant
3' Species Across All 5trata: -� (B}
4.
5 Percent of Dominant Species ��
That Are�BL.FACW,or FAC: (A/g)
Totai Cover:
SaalinuJShrub Stratum ( ) Prevalence index worksheaL• ,
• �• ' Tatat°k Cover oL• Mullipiv bv:
2• OBL species x 1=
3• FACW species x 2=
4• FAC species x 3=
5• FACU speCies x 4= �
Total Cover. UPL species x 5=
Herb Sfratum ( ��lt��zd��tr j
Column Totals: (A) (g�
�. !'ntrprnterrsis �� ✓ I�RC-
2 Solirtngo cn,rnd��»sis ?�i ✓ ►�nCL Prevaience Index =B!A=
3 7itrcrd'ttcrun��ic'irtrtll 30 ✓ fACU Hydrophytic Vegefation Indicators•
q (:orexlnnasrris I� OISL Qominance Test is>50°!0
S• ��«t��t PprOPP�r2 ? � rACU prevalence Index is 53.0'
, 6• �����r�"17�'r`����'"'� i ������� Morphological Adaptations'(Provide supporting
�, data in Remarks or on a separate sheet)
g. Problematic Hydrophytic Vegetation'(Explain)
9.
10. 'Indicators of hydric soil and v�etland hydrology mtisl
tre present.
Total Cover. ��!
Woodv vine Stratum ( j
�• Hydrophytic
p, Vegetation
Presont? Yes No �
Total Cover.
Remarks: (Include photo numbers here ar ort a separale sheet.)
US Army Corps of Engineers Midwest Region—DP.AFT Version 6-1-2007
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;C;,r;�-�.StrOSOQA .ECOLO ',ICAL RESOURCES
'�..i�;� ti:>tiuuJ�/nrc�nterrv cl fJc�irnuauur•Fi.c/e�ri%c•II ilai/i%c�•.\i�rt�rui Cunnnuniiie.
, ;
SOIL � � Sampling Point; SI'1-2 Up
Proflle Description: (Describe to the depth needed to document th i indicator or confirm the absence of indicators.)
Deplh Matrix Redox FeatuPes �
inches Color(moistl °� Color(moisl) °:o �I Tvoe Loc Texture Remarks
0-1f1�. . , 101`R 3/2 !(Hl �I Clag 1._oam
• ]0-la" IOYR:i/�l lhb �I SCI.
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1�7=_'S" lOYlti/4 9S J01'R�/fi Q II C M SC
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'T : G—Conceniralion,D=De tetion,RM=Reduced Matrix,CS=Covered or Coaied Sand Grains. �Location: PL=Pore Linin ,M=Mairix.
Hydric Soil Indicators: II Indicators for Problematic Hydria Soils':
,_, Histosol(A1) _ Sandy Gleyed F�tefrix(S4) _Coast Prairie Redox(Ai6)_
_ Hislic Epipedon(A2) _ 5andy Redox,(S5} _ IrornManganese Masses(F12} �
_ Black Histic(A3) 5tripped MatrixM(56) Other{Expiain in Remarks)
_ Hyclrogen Sulfide(A4) _ Loamy Mucky Mineral(F�j
_ Stratified Laye►s(A5) Loamy Gleyed IMalrix(F2)
_ 2 cm MuG:(A10) Depleted Matri�(F3)
_, Depleted Below Dark Surface(A11) _ Redox Dark Su�face(F6) '
_ Thick Dark Surface(Al2) _ Depleted Dark Surface(F7) 'Indicators of hydrophytic vegetation and
_ Sandy Mucky Mineral(S1) _'Redox Depres j ons(F8) weUand hydrologymust be present.
_ 5 cm Mucky Peat or Peat(S3) �
Rastrictive Layer(if o6served):
7yPe: . .
Depth{nches): `/
Hydric Soil Present7 Yes No
Remarks:
HYDROLOGY I
,
Wetland Hydrology Indicators: , f
Primarv Indicators(minimum of one is reauired•check all ihaf anpivl Secondarv indicators(minimum of two required}
_ Sudace Water(A1) _ Water-Stained Leaves(89) Sur{ace Soil Cracks(86)
_ High Water Table(AZ) _ Aguatic Fauna(B13) _ Orainage Pattems(610)
_, Saturalion(A3) _ _ True Aquatic Plants(614) _ pry.5eason tNater Table(C2)
_ Wafer Marks(Bi) _ Hydrogen SulFide Qdor(C1) Cra�sh 8urcows(CS}
_ Sediment Deposits(B2) _ OxiBized Rhizospheres on Living Roots(C3) _ Saturation�slble on Aerial Imagery(C9)
_ Drift Deposits(83) Presence of Reduced Iron(C4) _ Geomorphic Positian(D2)
_ Algal Mat or Crust(B4) _ Recenl Iron Reduc(ion in Tilled Soils{C6) FAGNeutral Test(D5)
_ IrortDeposits(B5) _ Thin MuckSurface(C7)
_ Inundation Visible on Aerial Imagery(87) _ Gauge or Weil Data(D9)
_ 5parseiy Vegetated Concave Surface(BB) _ Other(Expiain in�Remarfcs)
Field Observationr.
Surface Waler Present? Yes No Depth(inchss):'�
Water Table Present? Yes No Depth(inches);�
Saturation Present? Yes No Depth(inches):l Wetland Hydrology P�esent? Yes No �
(includes ca illa frin e �
Describe Recorded Dala{siream gauge,monitoring w�e�i,aeria6 photos;previous inspecfions).if available:
Remarks: �
��o hydrolog��indicators obser��ed. ;
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US Army Corps of Engineers Midwesl Region—DRAFT Version 6-t-2007
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% ��rr� t, , ,, , � . . ,,� � .
'�j�.,��� t�i'�I/uncl,s Im��ttoi� d Delr�7cctliu�t Fishcrie.s liildli�'c tVcrteu•ul Cv�rtmarnities
ProjecuSite: ����'� ��s0 FUx Street City/County: nrnno/Hennepin 5ampiing Date: S-�`�-��
� APPlicanUOwner. Lucy Chorlep � • State: N[� Sampling Pofnt: �!'3-I Wet
' Invesligator(s): BCP,13 K13 Section,Township,Range: Scrtion 3.TI 17N.R23�'4'
Landtorm(hiilslope,terrace,etc.):� Local relief(concave,convex,none):
Slope(°k): Lat: Long: Dalum: •
Soit Map Unit Name: ���n��Y NWI dassificafion: 1'�N«�
Are Gimalic/hydrologlc conditions on lhe site typical for Ihis time of year7 Yes � No (If no,explain(n Remarks.)
Are Vegetation ,Soil ,or Hydrology significantly dlslurbed? Are"Normai Circumstances"present? Yes � No
Are Vegetation ,Sal ,or Hydrotogy naturally probtemaiic? (Ifneeded,explain any answers in Remarks.)
SUMMARY OF FINDINGS— Atfach site map showing sampling point tocafions,transecfs, important features,-etc.
Hydrophytic Vegetalion Present? Yes `' No !s the Sampled Area within a WoUand? Yes '� No
Hydric Soii Present? Yes '' No
DisEance from Delineated Edfle?Ft Above Below ✓
Wetland Hydrotagy Presenl7 Yes � No
Rema�lcs:
, VEGETATION—Use scientific names of plants.
Ahsolute Dominant Indi�ator pominanceTestworksheet:
Tres Stretum (Pl�t s¢e5: JO�i m�t�vr } �� nv r ie ? tatus Number of Domina�t 5pecies
. 1. A.2•rucgurrdn � '?U ✓ [•.1CO'- � .
That Are OBI,FACW,or FAC: (A)
2.
Total Number of Domfnant �
3• 5pecies Across All Stratat (B)
4.
Percent of Dominant Species ��H�
5' That Are OBL.FACW,or FAC: (A!B)
Total Cover: '�
5apiinq/Shrub Stratum ( ) . . Prevalence Index worksheet:
� �• Total°k Cover of: Multiolv bv:
Z• OBL species ' x 1=
3• FACW species x 2=
4• FAC species x 3=
5. FACU species x 4=
Total Cover UPL species x 5= �
Herb 5tratum ( ����raetiirs y
Column Totals: (A) (B)
1. P4rdnris anmdinncrn fiu ✓ FACtN+
2 Cir.ii�uuan�ensz (i fACU Pravalence Index =BlA=
3 Virtsril+ruia � �nCN- Hydrophyti�Vegetation I�dicators:
4. ° Dominance Test is>50°k
5. Prevalence Index is 53.0'
6. � _ Morphological Adaptalions'(Provide supporting
� data in Remarks ar on a separate sheet}
8. —
ProblemaUc Hydrophylic Vegela6on'(Explain}
9.
�p 'Indicalors of hydric soil and weUand hydroiogy must
be presenL
Total Cover: ���
Woodv Une Stratum ( ) .
'�• Hydrophytfc
2 Vegfltation
Present7 Yes � No
Totai Cover.
Remarks: (Inciude photo numbers here or on a separate sheet.)
U5 Army Corps of Engineers Mid�v�sl Region-DRAFT Version 6-1-2007
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i�'.;;'ri� il'2riunilc bn•r�rinrrc4 Uclirten�i»p•lfis�crirs•ifilrfli/i••.\imuvl Cnnu�euraitica� •
SDIL ': I� Sampling PoinC SI'3-1 1Vcl
Proflle Description: (Oesoribe to the depth needed to document the indicator or confirm the absence of indicators.)
i
Depth Matrix RedoxFeatures � '
1inChesl Colorlmoist) °k .Color(moisil °io'I Tvpe Loc` Texture Remarks
o-�o° ' �o��R ti� �s io���t��� . _� i� c ���n�r c� _
]0-I�{" 1DYR2/1 l:i 10YR3/.i S �I C YL\9 C:L Urganiclndicaior§ •
]=1-19" ]bYR�/1 ai 101`R�}/4 i
II C: �9 SCI_ 1Zedc�x Cnnccntratians
19-�'S" 3.�1'2.�/] IfH) il C A�f Cluy nrganicJndicatnrs
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�T e: C=Concentratian,D=Oe letion,RM=Reduced Matrix,CS=Cove�ed or Coated Sand Grains. �Location: PL=Pore Linin ,M=A4alrix.
Hydric Soil indicators ;I Indicators#or ProblemaGc Hydric Soils';
_ Histasot(A1) _ Sandy Gleyed'Matrix(S4} _ Coasl Prairie Redox(A�6)
_ Hlsiic Epipedon(A2) _ Sandy Redox(55) iron-Manganese Masses(F12)
_ Black Hislic(A3) _ Stripped Matrix�(56} Ofher(Ezplain in Remarks)
_ Hydrogen Sulfrde(A4) � _toamy Mucky Mineral(F1)
_ 5trat}fied Layers(A5) _ Loamy Gleyed Matrix(F.2)
_2 cm Muck(A10) Depleted Matrix(F3)
° Depleted BelowDark Sudace(A11) � Redox Dark Surtace(F6)
_ThickDark Surface A'I2 a
( ) _ Depleted Dark Sur(ace(F7) Indicators ot hydrophytic vegelalion and
_ SandyMucky Mineral(51) _ Redox Depresi ions(F8) weUand hydrologymus[be present.
5 cm Mucky Peat or Peal(S3) �
Restrictive Layer Qf observed): i
Type: . .
Depth(inches): Hydric'Soil Present? Yes � No
Remarks: Possibly buried.A
HYDROLOGY 'i
�
Wetland Hydrolqgy Indicators: �
Primarv Indicators(minimum of one is reouired•check all ihat a�plv) Secondarv Indicators fminimum of tvm requiredl
_ Surtace Water(Ai) _Water-Stained Leaves(BB) _ Surta�e Soil Cracks(B6)
High Water Table(A2) _AGuaticFauna(B13) ° Drainage Pattems(610)
� Saluralion A3 �
� ) _ True Aquatia Plants(B14) _ Dry-Season Waler Table(C2)
_ Water Marks(B1) _ Hydragen.5uifide-0dor(C1) _ Cra�sh 8urrows(C8) -
_ Sediment Deposits{62) ° Oxidized Rhizospheres on Living Roots(G3) _ Saturatian Vsibte an Aerial imagery(C9)
_ Drift Deposits(B3) _Presence af Red}uced iron(C4} Geomorphic Posilion(D2)
_ Algai Mal or Ciust(64) _ Recenl Iron Requction in Tilled Soils(C6) ° FAC-Neutrai Test(�5)
_ Iron Deposits(65) _ Thin Muck Surface(C7}
_ Inundation Visi6le on P.erial Imagery(B7) _ Gauge oC Weil Data(D9)
_ Sparsety Vegetated Concave Surface(88) _ Other(Explain in Remarks)
Pield Observations: +
Surface Water Present? Yes No '' Depth{inches)j
Water Table Present? Yes No ° Depth(inches);
Saluration Presenl? Yes ° No Oepth(inches)j �'� Wetland.Hydrology P�esent? Yos � No
includes ca ilia irin e
Describe ReCOrded Data(stream gauge,monitoring well,aerial photo`s,previous inspections),if available:
Remarks: I
� ;
�
U5 Army Corps of Engineers ' ' Midv.�st Region—ORAFT Version 6-1-2007
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'� �.:�.._r� �V�I3�DA EC���GI�A� 1R.ES��TR�E�
��{i('f`� � . . . .
'���1;�1�`� 'ldoellcrndr Inventur�-d. Deli�reutrut7•FeS{7C1'IB.S'l�ildlifc •r\�uturcrl Cumnrzr�Tiiies
ProjecUSite: 1860 cC 1880 Fox Street Cily/Counry: Urono/Hennepin Sampiing Date: �"�4-��
ApplicantlOwner: �-uc.y Cliorlcy State: �'i�' Sampling Point: SP?-I Up
Investigator(s): ��'p•�� 5ecfion,Tovmship,Range: S�ction 3,T1 171�'.R'?3��'
� Landform(hillslope,terrace,etc.): LoCai relief(concave,convex,none):
Slope(%}: Lat: Long: Datum: .
Soil Map Unit Name: ��h�nnY NWI classification: �;A
Are c(imatic/hydrologic candiiions on the sile lypical for ihis time of year7 Yes � No (If no,explaln in Rematks:}
Are Vegetalion ,Soil ,or Hydrology sign(ficantiy disturbed? Are'Nortnal Circumstances"presenl? Yes � No
Are Vegetaiion ,Soii ,or Hydrology naturally problemalic? (If needed,expiain any ansvrers in Remarks.)
SUMMARY OF FItVDiNGS— Attach site map showing sampling point[ocations,transects,important features,etc.
✓ Is the Sampled Area within a Wetiand? Yes No '�
Hydrophytic Vegetalion Present? Yes No
HydriC Soll Pfe6enl? Yes N� � Distance from Delineated Edfle?Ft. Above � Below
Welland Hydrology Preseni9 Yes No `'
Remarks:
VEGETATION—Use scientific names of plants.
Absolule Dominant Indicator pominance TesY workshnet:
Tree Stratum (Plot sizes: ) °�Cover Soecies? talus Number of Dominant Species
�• That Are OBL,FACW,or FAC: '— • •
(A)
2.
Total Number af Dominant
3' Species Across All Strata: ' (B)
4.
5 Percent of Dominani Species ��E
That Are OBL.FACW,or FAC: (q!B)
Total Cover.
5aolinqlShnib 5tratum ( ) Prevatence index worksheet:
�• Total°�Cover of: Mulliolv bv:
Z• OBL species x 1=
3• FACW specles x 2=
4• FAC species x 3=
5- FACU species x 4=
He�b Stratum ( �m��,��u�� �
Total Cover. UPL species x 5=
Column Totals: (A) (g�
1. !'hnktris arrutdinrtcea -t� ✓ FAC1�'+ .
2 .Cirsran�unwu�•�+ _;U ✓ F1CCi Prevalence Index =B/A=
3 Asrlef�i�crspr�iusa 2� ✓ 1�nC Hydrophytic Vegetation Indicators: •
4• � Dominance Test is>50°k
5• Prevalence index is 53.0'
s• _ Morphological Adaptations'(Provide supporting
� data in Remarks or on a separate sheet)
8 Problematic Hydrophytic Vegetalion'(Explain)
9.
�Q �Indicators of hydric soil and w.eUand hydrology must
be present.
Tofal Cover. lw�
Woodv Vine Stratum { } '
�- Hydrophytic
p. Vegetation
Preseot7 Yes � No
Total Cover:
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Mi :r2 Region—ORF�FT Version 6-1-2007
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- �.''�,•S��OBODA C ,I ,
„�,��s COLOG, CAL l?�SOURGES
�.:�;< -
�.;%.tt� If��lrrrr�lshn•c•mm��il Deluteariun•Fisirlrie.c•Ili;dlilc••:\'ut�s•ntCi)/Jllll[lfltlfi'�
SOIL I
�I Sampling PoinG 51'3-I Up
Profile Doscripfion: (Doscribe to the depYh�eeded io document the,iindicator or confirm the absence of indicators.)
Depth Matrix Redox Feaiures
(inches) Color/moistl °,6 Color(moistl °�o �f Tvne Loc` Texture Remarks
o-���� �o1�R�n �
, ��_
i3-i�° ioriz zr_ >>s �o�°n 3�; a ;� c M r.r . •
19-21,. IOYJZ�/1 7.�YIt 4/4 2-i il C h4 SC`i.
'7-33" 10l'R2/1 'I Clai�
il'
._ � 1�
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'T e: C=Concentralion,D=De letion,RM=Reduced Matrix,CS=Covered or Coated 5and Grains. �Localion:.PL=Pore Linin ,M=Matrix.
Hydric So(b indicators: �I Indicators far Problemafic Hydric Soiis':
_ Histosol(A1) _ Sandy Gleyed Matrix(54) Coast Prairie Redox(Ai 6)
_ Hislic Epipedon(A2) _ Sandy Redox(S�) _ iron-Manganese Masses(Fi2)
_ Bfack Histia(A3) _ Slripped Mairix SS6) _ Other(Explain.in Remarks)
_ Hydrogen Sulfide(A4) Loamy Mucky Mineral(F1)
_ Stratified Layers(A5) Loamy Gleyed AAa1rix(F2)
_ 2 cm Muck(A�O) Depleted Matrix��(F3)
� Depleted Below Dark'Surface(A1�) _ Redox Dark Surface(F6)
_ Thick Dark Surface(Al2) _ Depleted Dark 3urface(F�} 'Indicators of hydrophytic vegetation and
_Sandy Mucky Mineral{S1) _ Redox Depressi(ns(F8) weQand hydrologymust be present.
_ 5 cm Mucky.Peat or Peat(S3) �
Restrlctivcs Layer(if o6served):
TYPe� f . .
Depth(nches): � Hydric Soil Present? Yes No �
Remarks: �hroma.2 in u�per 12",A1?requires chroma of.1 in�Pper 12"
a
HYDROLOGY �
Wetland Hydrology Ittdicators:
Primarv Indicators(minimum of ane is reauired•check all that aoolvl 1� Secondarv Indicators(minimum of tvro reauiredl
_ Sur{ace Water(A1] _ Water-Stained Le�aIves(69) Surface Soil Cracks(B6)
_ Hic�h Water Table(A2) _ Aqualic Fauna(613) �rainage Pattems.(610)
_ SaWration(A3) _True AguatiaPlan�s(B94) _ Dry-Season Water 7able(C2)
_.Water Marks(Bi) _ Hydrogen 5uifide Odor(C1) _ Cra�sh Burrows(C8)
_ Sedimenl Deposits(62) _ Oxidized Rhizospheres on Living Roots(C3) _ Saturation Visibte on Aerial Imagery(C9)
_ Orift Deposits(83} _ Presence of Reduced Iron(C4) i Geomorphic Position(D2)
_ Aigal Mat or Crusi i�) _ Recent iron Reduction in Tiiled Soils(C6) = FAGNeutral Test(05)
_ Iron Deposits(85) Thin Muck Surface{C7) �
_ Inundation Visible on Aeriai Imagery(B7) _ Gauge or Weli Data(D9)
_ Sparsely Vegelaied Concave Surface(B8) _ Other(Expiain in Remarks)
Field Observations:
Surface Water Present? Yes No ° Dep1h(inches):'!
Waler Table Present? Yes No '' Oepih(nches):�
Saluralion Present? Yes '' No Depih(inchss): "-�� Wefiand Hydrology Preaent? Yes No �
(ncludes ca illa frin e ��
Describe Recorded Daia(stream gauge,monitoring vrall,aeriai photos,�previous inspecUons),if avaftable:
�)
Remarks: �io h��drolo�y indicators obser��ed. �
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US Army Corps of Engineers Midw�est Region—ORAFT Version 6-1-20d7
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` ��� S�OBO�� ��OPLO���AIL �.ES�URCE�
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`' ����'{� ���etlunds In+�eiar��r�C� DL'11/1L'U11017�F1S�7C)'IG',S'���ljL1�! 4' •!�l�G112(!'L'l�CU1�I1111�11!/1CS
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ProjecUSite: ���U g 1 S80 I�ox Street City/County: Orono/Hennenin Sampling Date: S-2=�-07.
ApplicanUOwner. Luc��Char.le�� Staie: �'�� Sampling Paint• SP 3-I Wct
Investigator(s}: B�'C����� Section,Township,Range: Section 3.Tl T7N,It23�1'
Landform(hillslope,teRace,etc.): Local relief(concave,convex,none):
Slope(°k): Lak Long: Datum:
Soil Map Unii Name: C������`� NWI ciassificaiion: N��
Are ciimatic/hydrologic condilions on the sile typica�for Ihis lime of yeaR Yes � No (ff no,explain in Remarks.)
Are Vegetation ,Soii ,or Hydroiogy signiOCanlly dislurbed? Are"Normal Cirsumstances"presenl? Yes � No
Are Vegetation .Sal ,or Hydrology naturally problemalic? (Ifneeded,explain any ansvrers in Remarks.)
SUMMARY OF FtNDINGS— Attach site map showing sampling point lvcafrons,transects,important features,etc.
Hydrophytic Vegetation Present? Yes � No Is the Sampled Area within a Wetland? Yes � No
Hydric Soil Presenl? Yes `� No Distance from Delineated Edge ���.Ft. Above Below ✓
Wetland Hydrology Presenl? Yes `' No
Remarks:
VEGETA710N—Use scientific names of plants.
Absolute Dominant Indioator pominance Test worksheet:
Tree Stretum (Plol SIZeS: ?�/Irmlius � , °;,Cover Species? 5tatus Number of Dom(nant Species
� Pir���r.pun;rns ?�� ✓ �`� That Are OBL,FACW,or FAC: � (A) •
Z
Tatal Numher of Dominanl
3� 5pecies Across All 5lrata: � (B)
4.
Percent of Dominant 5pecies ���
5' That Are OBL.FACW,or FAC: (A/B)
Totai Caver: '-ry
$aplinq/Shrub Stratum ( j • Prevalence lndex worksheet:
�• � Total°k Cover of; Mulli6lv bv:
2• dBL species x 1=
3• FACW species z 2=
4• FAC species x 3=
�• FACU species x 4=
' Tolal Cover. UPL species ' x 5=
Herb Slraium ( ��»�����r ? Column Totals: (A} (g)
1. Pkularis[rruitdinacea I(K1 ✓ I�AC�Vt
2 !?rbi.��>c,sr;s lobarn . i 1=nC:R�• Prevalence Index =B!A=
3. Hydrophytio Vegetation indicators:
4. ° Dominance Test is>5D°�
5. Prevalence Index is 53.0�
6. _ Morphological Adaptations�(Provide supporting
� , data in Remarks or on a separate sheet)
8 _ Probiematic Hydrophytic Vegetation'(Explain)
9.
10 �Indiwtors of hydric soil and v�etiand hydrology mus!
he present.
Totai Cover. ��'
Woodv Vne Stratum ( ) •
1• Hydrophytic
2 Vegetation
Present? Yes ° No
' Total Cover.
Remarks: pnclude pholo numbe�s here or an a separate sheet.)
US Army Corps of Engineers t�iidwesl Region—DRAFT Version 6-1-2007
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'���;"�Si'�BODA ECOLOGICAL RESOURCES
L�'.''� Il etl�iutLc/ure�ttnrr�l f)e(ineariarr•Fi.el�t�rita°•II�(r!lNi�•:\iuurai C i�nnuuniiia.°
SOIL I� Sampling Point: SP�-I Wel
Proflle Dascription: (Qescribe to the depth naedod'to document theiindicator ar confirm the absence of indicators.)
Deplh Matrix Redox Features
(inchesl Colar(moisfl °k _ Color(moistf °k � Tvne Loc` Texfure ' Remarks
p_7S^ N2S/0 �I �.
J S=??" l l)YR 4/l 101'!:al�1 2=j �I C NI Clti}�
II
il
. ;I
JI
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�T : C=Concentralion;D=Deplelion,RM=Retlu�ed Matrix.CS=Covered or Coated Sand Grains. ZLocaUon: PL=Pore Linin ,M=Matrix.
Hydric Soll lndicators. ' jl Indlcatars for ProblemaEic Hydric Soils':
_ Histosol(Ai) _ Sandy Gleyetl Matrix(S4) _ Coast Preirie Redox(A16)
_ Histic Epipedon(A2) _ Sandy Redox(S6) _ Iron-Manganese Masses(F12)
_ Black Histic(A3) _ Stripped Mairix(S6) _ Other(Explain in.Remarks)
_ Hydrogen Sulfide(A4) Loamy Mucky Mineral(F1)
_ SVatified Layers(A5) � Loamy Gleyed Matrix(E2)
_2 cm Muck(A10} _ Depleted Matrix�i(F3)
_ Depleted Below Dark SurFace{A11) _ Redox Dark Surface(F6)
° Thick DaTk Surtace(Al2j _ Depleted DarK 5urface(F� 'Indicalors of hydrophytic vegetalion and
_ 5andy Mucky Minerai:(S1} _ Redox Depress ons(FS) weUand hydrology musf be present.
_ 5 cm Mucky Peat or Peat(S3) ' �
Restrictive Layer(if observed):
TyPe. . .
Depth(nches): ; Hydric Sail PresentT Yes � No
Remarks:
ti
4
i
HYUROLOGY �
Wetland Hydrology Indicators:
Primarv Indicators(minimum of one is reouired•check ali that applvl 1� Secondarv Indicators Iminimum of iwo reaui2d}
_ 5urface Water(A1) _ Water-Stained Leaves(89} _ SurFace Soii CracRs(86) �
High Water Table(A2j _Aqualic Fauna(B73j Drainage Pallems(B10)
'' Saturation(A3) _ True Aquatic Plants(814) � _ Dry-Season Water Ta61e(C2)
_ 1NalerMarks(81) _ Hydrogen 5ulfide�Odor(C1) _ Cra�sh Burrows(C8)
_ Sediment Deposits(62) Oxidized Rhizospheres on Living Roots(C3) _ SaturaUon Visihle on Aeriai imagery(C9)
_ Drift Deposits(B3) _ Presence ofReduced Iron(C4) ° Geomofphic Position(02)
_ Algal Mal or Crust i�) _ Recent Iron Reduclion in Tilled Soils(C6) � FAC-Neul�ai Test(�5) �
_ Iron Deposits(85) _ Thin Muck Surface(C7)
_ Inundation Visible an Aeriai imagery(87) _ Gauge or Well DaFa(D9)
_ Sparsely Vegelated Concave SurEace(BSj _ Other(Explain in�Remarks)
Fietd Ob&ervations:
Surface Waier Present9 Yes No �° Depth(inches):I�
WaterTabie Present? Yes. '' No Depth(inches):"���
Saturation Present7 Yes ° No Depih{inehes):�p�� Wetland Hydrology Present? Yes � No
inGudes capilla frin e j
Describe Recorded Data(siream gauge,monitoring vrell,aerial photosi.previous inspections).if available: �
��
Remarks:
I
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US Army Corps of Engineers Midvrest Region—DRAFT Version 6-1-2007
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`� .�?;`'`�.��VO�OI)� EC�►LOGI�A.L �ESOIJRCE�
•� �
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�l=,�1�`�• I�b'etla���ls I��ventv���c� Deli��caliala•Fi.SJ7C!'lG.S•6i•�Tcflife •rVnnu�u(Commzrniric•s
aroject/Site: �ghU& L38U Fox Sveet Cit lCount : O�ano/Hennepin g_?�._07
Y Y Sampling Dale:
AppiicanUOwner: �-ucy C:hnrlcp State: '�iN Sampling Point: SI':,-I Uh
Investigator(s): $NC>B�� Seclion,Township,Range: Section.�.T]17N,R23�V
Landform(hilislope,terrace,etc.): Locai rellef(concave,convex,none): '
Slape(°,6): Lai: Lang: Oatum:
5oli Map Unit Name: F-°It NWI ciasslfication:
Are climatic/hydrologic conditions on the site typical for this time of year7 Yes � ' No (If no,explain in RemarksJ
Are Vegelation ,Soil .or Hydrology significanlly dtsturbed? Are"Normal Circumstances"presenl? Yes � No
Are Vegetaifon - .Soil ,or Hydrofogy naturalfy prablematic? (If needed,explain any answers in Remarks.)
SUMMARY OF FI{VOIMGS— Atfach site map showing satnpling poin4 locations,transects,important features, etc.
Hydrophytic Vegetalion Present? Yes No
✓ !s the Sampled Area within a Weiland7 Yes No �
Hydric Soif Present? Yes No °
Distance fram Delineated Edge�� Ft. Above ✓ Bo�ow
Weiland Hydrology Present? Yes No �
Remarks:
VEGETATION—Use scientific names of plants.
Absolule Dominant lndirator pominanceTestworkshaet:
TreeStratum (PIOtSIZCS: �G•jtrn,li�rs ) 96 ver cies? Stalus
Pircn �un euc , Number of Oominant Species
�• � � -6 � �� That Are OBL,FACW,or FAC: 2 (A)
2.
Total Number of Dominant �
3' Species Acrass All Strata: (e)
4.
5 Percent of Dominant 5pecies
That Are OBL.FACW,or FAC: �� (A!B)
Total Cover: -'��
SaolinolShrub 5fratum ( �u:rrr��d��� � Prevalence Indexwarksheet:
1, Rltnnrmerrarliartira ��� � f��G� TOtal%COVe�Of: MulliolV bv:
2. Hbul�tnus,(rau.�id[r 10 ✓ f'AC+ OBL SpeC185 X 1=
3• FACW speaes x 2=
4• FAC species x 3=
�• FACU species x 4=
Total Cover: '� UPL species x 5=
Herb Shatum � �����'t�1iai' �
Column Totats: (A) (8)
1. !'hularis m•iutdinuttr�i lill ✓ E•AC]V+
2 C.irsiu�n nn•ense 5tf ✓ i=nCCr Prevaience index =B/A=
3 F.M�iunr��.�1i.elob�ua �U I�nC�v- Hydrophytic Vegetation indicators
4 Y�inlrr�roc•issics yuimp�rh�liu 3Q PAC- Qominance Test is>50°/u
r� L`itia�rrparin ]0 FAC�v- Prevalence Index is 53.0'
6• � _ Morphological Adaptations�(Provide supporting
�. ' data in Remarks or on a separate sheeq
g, _ Probtemal(c Hydrophylic VegetaGon'(Explain}
9. '
�p 'IndicaFors af hydric soil and wetland hydrology must
be present.
Total Cover. ��'�
Woodv�ne Stratum ( �
�• Hydrophytic
2, Vegetation
Present? Yes No �
Total Cover.
Remarks: (Inolude photo numbers here or on a separale sheet.) .
US Army Corps of Engineers Midwest Region—DRAFT Version 6-1-2007
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�4;�f,�;;5� OBOD.4 CCOLOGi Ct1L .i�ESOURCCS
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SOIL 1 SP 3-I U
�I 5arnpling Point: • P
• Profile Doscription, (Describe to the depth needed to,document the Iindicator or confirm the absence of indicatbrs.)
Depth Matrix Redox Feaiures
(inchesl Colorlmoistl °;o Color(moisil ;o '�I Tvoe� LoC` Texture Remarks
0-16" JOYR?/1 I(10 'i
• at l..oam
IG-2p" 1t)1'1Z3/1 1(H) "� • Cl
2U.2q.. 101'R A/1 10]'R 3/�} Q �I C � n1 Ch�ti'
`
I
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' ��
I .
'T e: C=Concentralion,D=De letio�,Rh1=Reduced Matrix,CS=Covered or Coated 5and Grains. �Locafion: PL=Pore Linin ,M=Malrix.
HydricSoil Indicators: �I Indicators for Problematic Hydric Soils':
_ Histosol(A1) _ Sandy Gleyed Mal�ix(54) _ Coast Prairie Redox(A16)
_ Histic Epipedan(A2} Sandy Redox(S5) _ Iron-Manganese Masses(F12)
_ Black Histic(A3) Stripped Malrix(S6) Olher(Explain in Remarks)
_ Hydrogen Sulfide(A4) Loamy Muoky M�neral{FO)
_ 5lratified Layers(A5) Loamy Gleyed Malrix(F2)
_ 2 cm Muck(A10) _Depleted Matrixi(F3)
_ Depleted Below Oark SurFace(A11) _Redox Dark Surface(F6)
_ Thick Dark Surface(Ai2) _ Depleted Dark Surface(F7) 'Indicators oi hydrophytic vegetalion and
_ Sandy Mucky Mineral(Si) Redox.Depress'ions(F8) watland hydrology must be present.
5 cm Muoky Peat or Peat(S3) II
Restrictive Layor(if observed):
'rype; • •
Deplh(nches): � Hydric Sotl Prosent? Yes No �
Remarks: �qottlzs feu�.
i
HYDROLOGY '
Wetland Hydrology Indicators: .�
Primarv indicators(minimum of one is required°checi:all that aonlvl ' Secondarv indicators{minimum of two reauiredl
_ Surface Waler(A'i) _ Water-5lained Leeves(B9) _ 5urface Soil Cracks(86)
_ High Water Tabte(A2) _ Aquatic Fauna(8�3) _ DrainagePaltems(B10)
_ Saturaiion(A3) _True Aquatic Plan�s(614) ' Dry-Season Water Table(C2)
_ Water Marhs(B1) _ Nydrogen Sulfitle Odor(C'1) Crayfish Burtov�s.(C8)
_ Sediment Deposils(B2) _ Oxidized Rhizospheres on Living RooLs(C3) _ Saturelion Vis(ble on Aerial imagery(C9)
_ �rift Deposits(B3) . _ Presence at Redu�ced Iron(C4) _ Geomorphic Position(D2)
_ Algal Mat or Crust(64) _ Recent Iron Reduclion in Tilled Solis{C6) _ FAGNeutral Test(05)
_ Iron Deposits(B5) Thin Muck Surface(C7j
_ InundaUon Visible on Aerial lmagery(B7) _ Gauge or Well Data(D9)
_ Sparsely Vegetated Concave SurFace(BB) _ Other(Explain irt Remarks)
Field Observations: i
Surface Water Present9 Yes No '' Depth(inches):'�
Water Table Present? Yes " No Depfh(inches): .°-�
Saturalion Present? Yes '' No Depth(inches):'�� Wetland Hydrology Present? Yes t�o �
(includes capilla frin e)
Describe Recorded Data(stream gauge,monitoring well,aerial photos,;prevlous inspections),if availa6le:
Remarks� 1�
' Recen�heavy rains. ;�
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US Army Corps of Engineers Midvrast Region—DRAFT Version 6-1-2007
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' �����` 5����OD� ������ICAL I�IE��LT��ES .
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�'�j���,��� I�i%etla��cls Im�entn�}�R Deli,ieuriu�7•Fisl�cl•ies• f�ijildli/�e •R'atiirn! Co�nmzrnitic.s•
ProjecUSite: 1360 c.0 I b80 Fox Street City�Counry: �rono/Hennepin Sampling Date: �'"��-��
APPlicanUOwner: �-uey Chodc� �4N Sl'-�-t GVet
.
Slate: Sampling Point: •
Investigaior(s): •��� Section,Township,Range: Section 3.Tl t7N.R23bV
Landfortn(hillslope,terrace,etc.): Local relief(concave,convex,none): '
Slope(°�6): Lal: Long: Datum:
5oil Mep Unil Name: �USS1�� NWI classification: �'���"IF
Are climatic/hydrologic condllions on the s(te typical for this time of yeaR Yes � No (If no,explain In Remarks.}
Are Vegetation ,Soil ,or NydroJagy signtficantly disturbed? Are"Normal Circumstances"present? Yes � No
Are Vegetation ,Soil ,or Hydrology . naturaliy problematic? (If needed,explain any ansvfers in Remarks,)
SUMMARY OF FINDINGS— Attach site map showing sampling point locations,fransects, important features,etc. '
Hydraphytic Vegetalion Presentl Yes � No Is the Sampled Area within a Wetland7 Yes � No
Hydric Soll P2sent? Yes `' No pistance from Delineated EcJge?Ft. Above Below ✓
Wetland Hydrology Presenl? Yes � No
Remartcs: •
VEGE7ATIdN—Use scientific names of plants.
Absolute Dominant indicator pominance Tost worksheQi:
Tree Stretum (Plol sizes: ) %Cover Snecies? Statu� Number af Oominant Species
�•° That Are OBL,FACW,or FAC: i (A)
2.
3.
Total Numbsr of Oominant �
4 Specles Across All Strata: {8)
$ Percent of Dominant Species ��x�
That Are OBL,FACW,or FAC: (A/B)
Total Cover.
5aolinalShrub Siralum ( ) Prevalence Index worksheet:
�• Total�o Cover o(: Multiolv bv:
2• OBL species , x 1=
3• FACW species x 2=
4• FAC species x 3=
5• FACU species x 4=
Herb ShatiJm ( ��,r,�J���.. �
Total Cover. UPL species x 5=
Calumn Totals: (A) �g)
1. P6ulvris«rnndinaren ili ✓ 1:ACN�
2. Salidugosp.Rn•bri�1! ?i� ✓ �� Prevalence Index =B1A=
3 Caresstrictrl li OBL t{ydrophytie Vegetation indicators:
a C;are.r lacus�ris li.l p1;L � Dominance Test is>50°k
5• ��0���'r����''�'ti��'' � rAC- Prevalence Index is 53.0�
6• _ Morphological Adaptations'(Provide supporting
�, data in Remarks or on a separate sheet}
g. Problematic Hydrophytic Vegetalion'(Explain) .
9.
10 'Indicators af hydric soii and wetland hydrology must
be present.
Total Cover. ��K�
Woodv Vine Stratum ( )
�• Hydrophytic
p, Vegatation
Present? Yes `' No
Total Cover:
Remarks: (include photo numbers here or on a separate sheel.)
US Army Corps of Engineers Midvrest Region—ORAFT Version 6•i-2007
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�� S�?OBODA ECO.LOG:iC�L R�SOURCES
����y�
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iY�`"'' i1�-flcu;rl:Irn•c�t�nrr�l!)rLlrertnntr•lTish<<ri�•s•)f 1Ii(lifc•.\'crtrn•irl['ormitamiti��
SOIL II SamplingPoinL• SP4-I �4�e1
Profile Description: (Describe tothe dopth needed to documonYthe indi�atoror confirm the absenca of indicators:)
Depth Mahix Redok FeaWres
(inchesl Color(moisD % Color(moistl % �I Tvve Loc Texlure Remarks
O-=�" 1.UYR 3d2 9;-95 1pYl'Z 3/3 2-i II C I�9 SCI.
={10•' 101'R 3/Z <)i �lOYR 3/4 » �I � PUA9 SCL
10-31)" ]OYlt3!] �)i 1pYR4/6 >5 II C PUM SCi_
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'T e: C=Concentration,D=De letion.RM=Reduced Matrix,CS=Covered or Coated Sand Grains. �Location: PL=Pore Linin ,M=Malrix.
Hydric Soll Indicators I Indicators forProblematic Hydric Soils�:
_ Histnsol(A1) _ Sandy Gleyed Ml idx(S4) Goasl Prairie Redox.(A16)
_ Hislic Epipedon(A2) ,_ Sandy Redox(S5) _ Iron-Manganese Masses(F12)
_ Black Hislic(A3) Strippad Matrix 4S6) Other(Explain in Remarks)
_ Hydrogen Sulfide(A4) ! Loamy Mucky M(nerai(Fi)
_ Stratified Layers(AS) Loamy Gleyed Matrix(F2)
_, 2 cm Muck(A10) Depleted Matrix(F3)
^Depleted Below Dark SurFace(Ai 1) ° Redox Dark Su�ace(F6)
_ Thick Dark Suriace(A72) _ Depleted Dark Surface(F7j 'Indicators of hydrophylic vegetation and
_ SandyMucky Mineral(S1) _Redox Depressil ns(F8) . weQand hydrology must be present.
5 cm Muoky Peal or Peat(S3)
Restrictiva Layer(if obsorvedl:
. . tYPe� � i
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Depth(inches): i HydricSoU Presentl Yes � No
Remarks:
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HYDROLOGY iI
Wetland Hydrology Indicators: �
Primarv Indicalors fminimum of one is reauired�check all that aoofvl Secondarv Indicators(minimum of iwo required)
_ Surface Water(A1) _ Water-Stained:Le�a!ves(B9) Sur(ace Soil Cracks(86)
_ High Waler Table(A2) _ Aqualic Fauna(B'�3) °Drainage Paitems(B10)
_ Saturalion(A3j True Aquaiic Pian�s(B14) ° Dry-Season Water Tabie(C2)
_ Water Marks(61) _ Hydrogen 5ulfide Odor(C1) _ Cra�sh Burrows(C8)
_ Sedimenl Deposits(62) � Oxid'¢ed Rhizospheres on Living Roots(C3) _ Saturatiort Vsible on Aerial Imagery{C9)
_ Orift�eposits(83) _ Presence of Redueed Iron(C4) _'Geomorphic Position(D2)
_Algai Mat or Crust(64) _Recent Iron Reducfion in Tilled Soils(Cfi) ' FAC-Neutral Test(D5)
_ iron Deposits(B5) Thin Muck Surface(C7)
_ Inundation Visible on A=rial imagery(B7) _ Gauge or Well Dala(D9)
_ Sparsely Vegelated Concave Surface(88) _ Qlher(Explain in Remarks)
Field Observations:
Surface WaterPresenl? Yes No '' Depth(inches): !
WaterTablePresent? Yes No ° Depih(inchesj: t
Saturalion Presenl7 Yes '' No Depth(inches): ����� Wetlend Hydrology Present? Yes � No
(includes ca illa frin e �y
Describe Recorded Data(stream gauge,monitoring well,aerial photos.;previous inspections),if available:
Remarlcs: '�
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US Army Corps of Engineers Midvresl Region—DRAFT Version 6-'t-Z007
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�` �",� �`������ ���L���C�� ���U����
,���./���.
'��r;��``. j'I�G'IICU7GI.S T11VG'Jlf!)l,v c� Deli�7cution•Fislrerics• 4t%rldlrfe•��'UItU'[!J COp71771liTl1fL'.s
� ProjecUSite: 186U& 1`380 Fo�Street Cit �Coun Orona/Hennepiii �,_?:}_p�
_Y tJ/� Sampling Date:
Appllcani/Owner. Lucy Chorlcy .State: h'� Sampling Point: SY�-I Up
Invesligalor(s): �1'C•B� Secfion,Township,Range: S��tion 3.Tl 17N.It23\Y
Landform(hillslope,terrace,etc.i: Locai relief(concave,convex,none):
Slope(°,b): Lat: Long: Dalum:
Soil Map Unit Name: Lc Sueur NWI classificafion:
'Are clfmatic/hydrologic condifions on lhe site typical for this lime of year? Yes � No (If no,explain In Remarks.)
Are VegeWtion ,Soil ,or Hydrology sigNficanUy disturbed? Are"Normal Circumstances"presenl? Yes � No
Are Vegelaiion .Soil ,or Hydrology nalurally probiemaiic? (If needed.expiain any answers in Remarks.)
SUMMARY OF FINDINGS— Attach site map showing sampling point locations,transects, impartant features,etc.
Hydrophytic Vegetation Present? Yes No
✓ Is the Samplod Area within a Wetland7 Yes No �
Hydric Soil Present? ' Yes No ° Distance from Delineated Edge?Ft. Above ✓ Below
Weuand Hydrotogy Present? Yes No �
Remarks:
VEGETA'FION—Use scientific names of piants.
Absolute Dominant Indicator pominance Test worksheet:
Tree Slratum (Plot sizes ) °k Cover Soecies? _Stalus Number ot Dominant Species
�• Tnat ArE OBL,FACW,or FAC: �� (A)
2,
Total Number o(Dominant
3' Species Across All Strata: � (B)
4.
Percent of Dominant Species
$' That Are OBL,FACW.or FAC: �� (A/g)
Total Cover:
Sapllnq/Shrub Sfralum ( tn:f/rrAiui � Prevalence Index worksheet:
�, Plwziuucr cnrqtrrtica . IS ✓ �AC� Total°�Cover of: Multiolv bv:
2• OBL speaes x 1=
3• FACW species x 2=
d• FAC species x 3=
$� FACU species x 4=
Total Cover: �s UPL species x 5=
Her6 Stratum � 1„�r�rdr��.�• � Column Tolals: (A) (8)
1. Pnn prmeesi.r C�1 ✓ FAC-
2 SnGdug�>spp. Zi ✓ f°nC;U Prevalence Index =B/A=
3 C.rrra.c laru�tri, > O13L Hydrophytic Vogetation Indicators:
4. �ominance Test is>50°h
5. Prevalence Index is 53.0'
6. Morphological Adaptalions'(P�ovide supporting
� dala in Remarks or on a separate sheet)
8 _ Problemalic Hydraphylic Vegelation'(Exptain)
9.
�� �Indicators of hydric soil and wetland hydroloc�y must
be present.
Total Cover: `��
Woodv Vine Stralum ( )
�• Hydrophytic
2 Vegetafion
Present7 Yes Na �
Total Cover:
Remarks: (InGude photo numbers here or on a separate sheel.)
U5 Army Corps of Engineers Midvrest Region—DRAFT Version 6•i-2U07 K
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��;;.,�,;;S�fOBUDA ECOLOGICAL R�SOURCES
+�;;'� Il rlfrrncl,/1n•ciuurr d'/)eliircrriicu��!ishi�ir.�••!f ildlif��•\�rNU•ul L�nrnunrui�ic.,
501L i
• � SamplingPoinL $1'4-i lip
Profile Descriptioa: (Doscribe to the depth needod to document the fndicator or confirm the absence of indicatars.)
� •
Depth Matrix Redox_FeaWres
inches Color(moistl °k Cofor(mofstl °� �I Tvne Loc` Teuture Remarks
0-7" lU1'!2�2 1(N) II SI_
•7-15" IOYR 312 1t}0 II SCL
I�-L8" 101 R 4!3 !00 !I SCL
18-2C" 10YR4/3 )S ]QYR=tkl c �I C ',�i SC;
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'T e: C=Concentralion.D=De letion,RM=Reduced Matrix,CS=Covered or Coated Sand Grains. ZLocation: PL=Pore Linin .M=Malrix.
Hydric Soil Indicators: I Indicators for Problematic Hydric Soils':
_ Histosol(A1) _ Sandy Gleyed Matrix(54) Coast Prairie Redox(A16)
_ Hislic[pipedon i�) Sandy Redox(S5) _ Iron-Manganese Masses(F12}
_ BIacK Histic(A3) _ 5iripped Malrix;{S6) _ Other(Explain in Remarks)
_ Hydrogen SulRde(A4j _ Loamy Mucky Mineral(F1)
_ Stralffied Layers(A5) _ Loamy Gleyed Mat�x(F2)
_ 2 cm Muck(A10) Depleted Matrix�(F3)
� Depleted Below Dark Surface(A71) _ Redox Dart;Surface(F6)
_Thick Dark Surface{Al2) _ Depleted Dark Surtace(F7) 'Indicators of hydrophytic vegetation and
_ Sandy Mucky Mineral(S1:) Redox DePress�ons(F8) welland hydrology musl be presenf.
5 cm Mucky Peat orPeal(S3) li
Rastrictive Layer(it o6sorvod): �
� �YPe: i
Depih(inches): � Hydric Soil Present? Yes No ✓
Remarks:
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HYDROLOGY ;I
Wetland Hydrology lndicators: �
Primarv Indicators.(minimum of one is 2auired•check atl that aoolvl �
— SeCOndarv Indicalors(minimum of tvra reauired)
_ Surface Water(A'I) _ Water-Siained Leaves(B8) . _ Sur(ace Soil Cracks(B6)
_ Hiyh Waler Table�(A2) _ Aquatic Fauna(613) _ Drainage Pattems(B10y
_ Saiuration(A3) _ True Aquatic Plants(614} � _ Ory-Season Waler Table(C2)
_ Water Marks(Bi) _ Hydrogen Sulfrde Odor(C7) _ Cra�sh Burrows(C8)
_ Sediment Deposits(62) � _ Oxidized Rhizospheres on Living Roois(C3) _ Saturalion�sibie ortAerial image,ry(C9)
_ Orift Deposits(83) _ Presence of Red�ced Iron(C4) Geomorphic PosiUon(02j
_ Algal Mat or Crust(64) _ Recent lron Reduotian in Tilled Soils(C6) _ FAC-Neutral Test(�5)
_ iron Oeposits(65) _ Thin Muck SurFace(C7}
_ Inundation Visible on Aerial Imagery(67) _ Gauge or Well Data(D9)
_ Sparsely Vegetaled Concave Surface(8B) _ Olher(Explain in�Remarks)
Field Observations: i�
i
Sur(ace Water Present? Yes No " Dzpih pnches):�
Water Table Present? Yes No '' Depth{inches)i�
Saturafion Present? Yes No ° Depih(inches)i� Watland Hydrology Present? Yes No �
(includes ca illa frin e) �
Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),df ava(lable:
Remarks: I
No hadrolog}°indicarors present. ',
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U5 Army Corps of Engineers Mid��,�est Region—DRAFT Version 6-1-2007
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THE TECHNICAL DOCUNIENI'ATiON SECTIOI�
Pl�uu Indicator Status
z�
Svohoda Ecolo�ical Resources 1360& 13SU Fox Strzet
(�roject Na.:2UU7-070-0; 19 � Lucy Chorley
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I1�tDICATOR CATEGOl��E�-�
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ObGgate 1?Vetland (OIiL)—Qccur almast al«r� Srs (estinzate�prohahility>>lJ%) under natcu�l
co�iditi.ons in weClands. i � .
Facultative S?V�tland (FACV�')— Usua115�occu� in wetlands (eslznzat.ed prohtcbilit.y 67�7Q- 99�1aj,
buc occasianall}�1'ounc] in non-wetlands. �
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Facultative(FAC)—Lqually likely to occur in v��eflands or non-wetlands (estimatet�prol�ability
34%-b6�/o). ;
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Facultative Upland (FACU)—Usuall.y occur'in non-��retlands (estinzuted probability 67%-
99�10);buC occasionally founcl.in ���ctlands (estiniatecl pr.rrhavi&�j� I%-33%).
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Obli,gate Uplan�l (UPL)—Uccur in �vetlancls��n another reJiQn, but oceur almost alu�ati�s
(es�imated pr�babililJ>>y9�lo) tinder natura] c �nditions in noii-��fetlands in the re�ion Spccified. If
a species does not occur.in �vetlands in any re�ion, it is not on th�Nationa] List.�
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�°Reed, P.B, ]988. Naei�nal list of plant species tllat occur in wetlands: Minnesota. Na�ional
Wetlands.Inventor��,LT.S. Fish and ��ildlife Ser�tice, St. .Pelershurg,Florida.
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S.�ohoda Ecolo�ical Resources ' 1$60� 1380 f-'ox Street
Project No.:2007-070-0; � ?Q 1.ucy Chorley
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THE TECHNICAL D4CUMENT.�TION SECTIOI�T
Soil Series Desc�iptions
Acquired from Na[�n•al Resource Conservation Service Website,Uft:icial Soil Series.Descriptions
S��ohoda Ecolonical Resaurces ]S60 K 188U�ox Su•eer
Project Na:2007-070-0; �1 Luc��Chorley
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LOCP_TION CORDOiTA MN+IA .
Establishec] Series I •
Re�f. CRC-TC7-AGG �
0�/2000 1
CORDOVA SERIES �
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The Cocdova ser.ies consists of ver5�eleep,poorl;S�drained soils that formed mostly:in loamy
calcareous ?lacial till on around moraines and 4ill plains. The upper Parc of the profile in some of
these soils formeci in m�difiecl alacial.till. Thes�sails ha�e m�derately slow perrneability. Their
slo�es are less tllan 2 }�ercent.R�ean annual }�recipitation is about 2� inches. Mean annu:al
temperature is about 48 de�rees F. '+
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TAXONONIIC CLASS:Fine-loamy, mixed,superactive, mesic Typic Ar�iaqiY011s
T�.'PICAL PEDON: Cordova clay loam�ieh �plane slo�e of.1 percent in a eul�eivated field.
(C�lors tire for moist soil unless otherwise stated.) -
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Ap--O to l0 inches; black(N 270)c1a.�F loam, v I�ry dark gra31(l OYR 3/1) dry;moderate me�lium .
suhangular lilocky str.ucture; friable; ahout � p�rcent aravel;neueral; abru�t���avy boundar�r.
.. � ...
A--1 0 to 1S inches; black(N 2/0)c113+loam, ve�y dark ara}�(7 OYR 3/1) dry; moderate medium
suban�ular bloek�� structure; friable; ahout ] pereent gravel; neuGrai; clear v�+a��y boundary.
(Combine�l A liorizon is 8 to 20 inches.) - .
��
Btg1--]S to 30 inches; olive aray(�Y 4/2) cla��,loam; fe�.;r fine Prominent dark yellowish brown
(lOYR 476) Fe concent:ratians; moderate medii�m an�ular hlocky svuccure partina to moderate
fine annular blocl:y; fri able; common vet�� dlrk�ra}�(SY a/])clay f l.ms �n faces af peds and in
pores; about 3 �ercent�ravel;neuiral; clear�va�r��bounclar��.
� .
• Btg2--�0 to 38 inches; oli�+e sray(SY�/Z) c11 i loani; common rne pronun.ent d�uk yell�wish
brown (lOYR 4/6)Fe concer�trations; wealc m�dium snbarrtrular blocky structure; frial�le;��e��
� distinct very clark gray(�Y 3/1) clay i�ilms on faces of Peds and in pores; about 3 percent�cavel;
neutral; abru�t wavy boundary. (C�mbined Btg horizon is 12 to�U inches�hick.)
C--3$ i� 80 inclies; li�hr olive gray(�Z' 6/2�l.oam; eomman medium �roniinent�<el'lo�fish brown
{lOYR�/6)Fe concentrations.; massive;friable; about 5 percent jravel; strongly eff�'ervescent;
sliQhtly alkaline. '
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7I PE LOCATTQN: V��aseca County, NIinnES�ta; al�out� miles n�rdi of Wascca; Si0 fect s�uth
and 1]OO.feet easi of the noi-th�lest corner of Sec. ?2, T.108N., R.22Vi�.; USGS MOI7'1SIONtI1
quadran�le;lat. 44 dcgrees S mitlutes 32 secorids.I�,r. and]ong.93 de�ees 27 minuxes�� seconds
W., NAD27. . ;
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RANGE IN CHARACTERTSTiCS: Depth to free carbona�es ran�es from ?4 to_50 inches.
Thickness af the mallic epipedan ranaes f'rom�l 0 to ?��inches. Rock fr��ment concent is 2 t� C
percent throu�hout.and is of mixed litholoa}�; birt some pedons ha<<e less than 2 ��erc�nt in tl�e
S�•obod�Ecolo�ical Rcsources 1 S60 fi 188U f=ox Street
Pr�ject.No.:2Q07-070-03 � 2� Luc�^C.horle��
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upPer part. The A horizons are neutral to maderately acid. The B horizons range from sti-ongly
acid ta sliahtly aikaline.
The Ap or A horizon lias hue of lOYR, 2.�Y ur is neutral; value of 2 or 3 and chroma oF 0 or l. It
is loam, siliy elay loam, or clay laam. Eluwiation is evident in some pedons by a few parous
eoatin�s on the faces of peds in the lower A and/or upper B horiozns.
Some pedons have AB horizons.
The Bt�harizon has a matrix with hue of lOYF to SY, value of 3 to 5, value af 3 is only in the �
upper part, and.chroma of 1 or 2. Same pedons have a BA horizon. The B horizon typically is
silty clay]oam or clay loam but ranbes t�loam in the lower part. The upper 20 inches of tlie
argillic horizon avera;es between 28 to 35 percent clay and exceeds 15 percent fine sand and
coarser. The B/A clay ratios range from 1.2 to 1.4.
A Bk hori.zon is present in some pedons.
The C horizon has a matrix with SY or 2.SY hue, value of 4 to 6, and chroma of 2 to 4.It is loam
ar clay loam anc3 is slightly alkaline or moderately alkaline. �
COMPETING SERLES: These are the B�,Berville,Brookston, Buntinnville, Clackamas,
Hamel, Jameston,Marenao, Mill�-f-ove;Navan, Nosoni, Rensselaer, and Westland ser,ies. Barry
soils have less than 27 percent clay in the control section. Berville soils contain more than 6
pereent gravel in the control section. Brookston soils are more moist in the soil maisture control
section during the 120 days followina the summer solstice and have less montrnorillonite in the
lower part of the series control section. Buntin�vilIe, Clackmas, and Nosoni soils are drier in Che
soil moisture control section durin;the 120 days followin�the summer solstice. I�amel soils
have A horizoiis 16 to 27 inches thick and and chroma of l or less in the upper B horizons.
Jameston soils have very firm till be�nnina at depths ranging from 18 to 30 inches. Marenao
soils typically have thicker sola, contain agpreciable amounts of sedimentary rock fratrments in
the si.lty clay Iower B and C horizans, and are more moist in the soil moisture control section.
Mill�rove soils have up to 15 percent gravel in the upper part and 7 percent or mare in the lower
part of the contral section and very poorly drained.. Navan soi.ls have lhan 3�peccent more elay
in the lower B and C horizons. Rensselaer soils have reaction greater than 6.1 in the upper part af
the control section, are more moist in the moisture control section and are poorly drained.
Westland soils ha��e 7 percent or more jravel in the lower part of the control sectian. �
GEOGRAPHIC SETTING: The Cordova soils have sli;htly concave to sliLhtly convea slopes
on broad flat rid�e taps in rollin�moraine areas or on lower lyin� areas in �round moraines and
till plains. Slope gradients are 0 to 2 percent. Soils formed mostly in fr.iable, calcareous, laamy
till of Late Wisconsinan age. However, ti�e upper part of the sola in some pedons is from -
modified ?lacial till or drift. The mean aiinual tem��erat�ire is about 45 to�2 degrees F. Me�in
annual precipitation is about 2b to 32 inches.
Svoboda Ecolo?ical Resources 1 S60& I S$0 Fnx Street
Project No.:3007-070-03 2 j Lucy Chorley
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GEOGRAPHICALLI'ASSOCIATED SOILIS: The main ones are the Dundas, Lester, and Le�
Sueur soils. These soils formed in materials sirti�lar to those of the Cordova soils and are
members of a hydrosequence with the Cordova�soils.The well drained Lester soils are on nearby
undulating to hilly slopes. The moderately well�to somewhat poorly drained Le Sueur and the
somewhat poorl}��o poorl�� drained Dundas soil� are on nearby higher positions.The poorly
drained Webster and Hamel soils and the very p�oarl5�drained Glencoe soils are a nearby� �
associate in a few Places. '
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DRATNAGE AND FERMEABILITI': Poorl drained.Surface runoff is low. Permeability is
moderately slow, j
USE AND �TEGE'I'ATION: Most of fhe soil i� cleared, drained and cropped ko corn and
soybeans. A fe�= areas remain in woodlots or permanent pasture.Native vegetation ��as northern
hardwoods; largely basswood, maple, and elm;jand an understory of b asses and sed�es.
DISTRIBUTIOlv AND EXTENT: South-central nZinnesota and north-central rowa.Extensive.
MLRA O + +ICE RESPONSIBLE: St. Paul. I� innesota
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SERIES ESTASLISHED: Waseca County,i innesata, 1963.
REMAI2Ii5:Diagnostic horizons ancl featuresyreco�nized ar.e: IVlollic epipedon from 0 to I 8
inches (Ap and AB horizons); argillic horizon fYOm l.8 to.38 inches.(Bt�-1 and�Btg2 horizons);
aquic lnoisture regime-low chroma with redox features beneath the mollic epipedon.
ADDITIONAL DATAc Refer to pedon 69 MN-7-11 for results of some laboratory anal}�sis af
the typical pedon of this series. ,� "
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National. Cooperative Soil Survey � •
U.S.A.
LOCATION ERIN MN �
Inactive Series
Re�r. GAP-JFC-ELB '
06/2UO3 �
ERIN SERIES a
The Erin series consists of deep, well drained and moderately��ell drained soils with moderately
� sl.o��permeabiIicy. They formed in a 3 to 10 f.00C thick layer of shale rich till. Underlying this is a
calcareous loarny till. Slopes ran�e frorn 2 to 3�� percent. Mean annual precipitation is about�0
inches, Mean annual temperature as about 49 degrees F.
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T�ONONIIC CLASS: Fine, smectitic,mesic Glossic Hapludalfs
TI'PICAL PEDON:Erin silt loam on a ]2 p�rcent convex shaped north to norCh��est facin�
wooded slope. (Colors are f�r moist soil unless othen��ise stated.)
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Svoboda Ecolo�ical Resources ; I S60&1880 Fox Streei
Project No.:2007-070-03 ' 2�, Lucy Chorle��
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A--O ta 3 inches: very dark gray{lOYR 3/].Ysili lc�am; gray (IUYR S/1) dry; weak riie vr.anul��r
strtieture; very friable; sliahtly acid: abrupt s�nooth houndary. (2 tc� i inches)
' El--, to 9 inches; �lark�ayish brown (IOYR 4/2j silt loam: (i�ht hro�vnish aray(IOYR 6/2) clry;
weak and moderate mediurn platy structure; very friable; medium 1cid; abrupt smooth baundary.
�2--9 to 12 inches; dark Qra}�(1QYP.4/1) silt la�m; [iaht aray
(lOYR 6/1) dry; weak Cne and mec7ium subanaular blocky sCriicture; friable; medium acid; clear
��a<<y baundary. (Cambined tliickness of E horizons is U to l0 inches.)
B/E--12 to 22 inches; dark�rayish brown (]OYR 4/2)clly loam (Bt); liQht brownish �ray (I OYR
6/?j silt coatinas an peds (Ej: moderate and s�ron� fine ancl rnedium subanQular struc�ure; ahout
� percent coarse �
fra�ments, mostly shale; stron�ly acici; clear smaoth boundary. (4 ta 12 inches thick)
Bt1--22 to 3� inches; alive bro�vn (2.SY�/�) cla};few tine
promineni reddish brown (�1'R 4/�j mottles; stra�� medium prismatic strucCure partiila cu strana
fine and medium an�ular and suban�ular blocky; very firnl; many distinct very dark �r�i��ish �
browi� (lOYR 3/2) clay tilms on faces of peds; ah�u�3 percenc cc�arse Pragments;mostly shale;
very stronaly 1cid; aradual wa��y houndary.
Bt2-3.3 to 44 inches�; lijht olive bra.wn (2.�Y 5/4 1nd 5/6) clay , _
loam; few fine p��ominent reddish bro�vn (SYI2 4/4)mottles; str�n�coarse prismatic structure;
partin� to stronQ meclium an�ular block}; firm: many distinct very dark �rayish brown (101'R
3/?}clay films an faces af pecis; about 8 percent coarse fra4ments, mostly shale; very str�n�ly
acid; ;r�tdual wa�ry boundary.
�iti'i--4� to >7 inciles; liRht olive bro�vn (2.SY �/4 and �/6j clay .
loam: common meclium clistinct lial�t brownish gray(2.SY 6/2) moteles and a few t'ine�rominent
reddish bro�vn (_5YR 4/4) mottles; stron� coarse prismatic structure partina to stmng n�edium
an;ular blocky; fiirm; many distincc ver��dark brawn (IOYR 2/2) a�id dark grayish brown (lOYR
4/?) clay�il.ms on faces c�f peds; a6out 3 percenc coarse fra�ments, mostly shale; many fine olcl
raot channel fillinas of black clayey-oraanic material; stran;ly acid; �n-adual v�ravy houndary.
(Gombined thicku�ss of Bt horizons is l� to 40 inches.)
BC--�7 to 65 inches; ]i�,ht olive brown (Z.�Y �/4) clay loam; cammon m�dium distinct li�ht
brownisl� �ray (2.�Y 6/2) 1nd few fine pranlinent recidish rrawn (5YR�/4j mottles; massivc,
some �rerticat fractures;firm; few distinct very dark brown(10�'R 2/?) and dark �ray.ish bro�vn .
(lOYR 4/?) clay films on faces af v�rtical fractures; abotit 3 percent coarse fra;7ments, mostly
shale; few iran and manaanese axide cancretions: cominan old root channel tillinas of black
clayey-arganic Tnaterial; neutral; clear wa��y boundary. (0 ta 12 inches thick)
Svoboda Ecolo�icat Resources 1360 S: 1 S8U Fox Su•eet
Project.Na.:2007-070-0; �� Lucy Cl�orley
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C--6� ta 71 inches;Jijht olive brown (2.SY �/4)clay loarn; common fine faint liaht olive brown
(2.7Y 5/6) and few fneprominenr reddish brown (�1'R�/4)mottles;massive; some�rertical
fractures; f rm; about 4 percent fr�aments, mostl��shale; sli�htly effervescent; mildly all;aline.
�
TYPE LOCATION: Rice Count��,Minnesota;�appro�:imately 11 miles west ofFaribault,
Minnesota, ]320 feec south and 620 feet west of the northeast corner of section l 7, T. l ]0 N., R.
�.2 W. !I
RANGE IN CHARACTERISTICS: The thickness of the solum and depth to Iime ran�es from
40 to 7> inches. The solum cant�ins up to l.0 percenC colrse fragments, however, a dominani
portion of this is shale that may not make the detinition of a frab-►enr. The up�er l2 inches is
free of coarse fraaments and contains a hiah co�i tent af silt in some pedons.
. . �
Tl�e A horizon is typically silt loarn or loam buU ranges to clay loam in eroded areas.The A has
value of 2 thr.ouah 4 moist and 4 through 6 dry.'The Ap has value of 3 or 4 moist ancl 6 dry.
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The E lias value of 4 or 5 moist and 6 or 7 dry., t is silt loam or loam. •
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The B/E horizon has up to 15 Percent of coatin�s of E as interfin�erin�into the Bt horizon. The
Bt portion has properties similar to the Bt horizon.
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The St horizon has ht�e of?.5Y or lOYR valueior 4 or 5 and chrama of 3 through 6. Suhhorizons
with high chroma mottles are not considered outside the ranae. Content of.cla}�ran�eS from 3J to
45 percent. Textures included are clay loam, silty clay loam, clay or silty clay.
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The C horizon has hue of]OYR or 2.�Y, value��or 4 throutrh 8 and chroma af 2 throu�h 6.
Texture is loam or cla}r loam. Tt contains 2 tiirough l 0 percent coarse fragments ��ith some pans
of ic domina�ed by shale fraQments.
� �� . . � �
COMPETING SERIES: No known competing ser�es in this taxonon�ic class. Selected similar
soils are.H�rtonville, Kill:ennv, Lerdal,Mar7ette;Perrinaton and Shorewood series. Horton�Jille
and Marlette series lack the clay to c�uaIity for the�ne particle size class.7:illcenny and
Shorewood soils lack quantative interfin�ering af E horizon in to the.B horizon. Also,
Shorewood soils Iack fraaments in the salum.Lerdal soils have lotiuer chroma colors in the upper
solum and are wet far lonaer periods..Perringt�an soils have thinner sola and are of mixed
minerolo�y. v
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GEOGRAPHIC SETTING: Erin soils are on �ently slc�pin;to very steep terrain ��ithin the end
moraines of the Des Moines lobe of the late��Visconsinan alaciation. Slopes are short and are
plane or conve�:, and have gradienes of 2 to 3��percent. The re`olith in the upper 3 co ]0 feet is
rich in shale minerals, especially in the sand cci pebble siz�d fraction. This shaIe is softened and
difficulC to separate by particle class separates�Mean annual temperatur.e ranges fi•om 45 to 48
de�rees F., and mean annual precipitation is avout 27 to 30 inches.
'�
DI2AIINAUE AND PERI�'�ABILITI': Wel�drained and rnoderately well drauied.Runoff is
medium and rapid. Permeabilily is moderatelj�slo���.
S�roboda Ecolo�ical Resources 7 S60& 1880 Fox Street
i'roject No.:2007-070-03 ; �� Lucy Chorley
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USE�iND �'EGETATION: It is used for aro�vinU small �rains, carn and hay. Many are�ts are
under native deciduous forest. � . .
DISTRIBUTION AND E�TENT: South central Minnesota. Moderately extensive.
MLRA OFFICE RESPONSIBLE: St. Paul, Nlinnesota
SERIES ESTABLISHED: Hennenin County, Minncsota, December, 1969.
REMAItKS:Diagnostic horizans and features recognized are: Ochric epipeclon-the zone trom
the surface o�F the soil to a depth o1' 13 inches �A horizons); Albic h�rizon - the zane frcrm 3 ro l 2
inches (El ancl EZ horizonsj; argillic horizon-the zone from �12 inches to 57 inehes (B/E, Bt1,
Bt2, ai�d Bt3 horizons,); Glossoboric sub�roup based on intertin�erin� of E into Br. homon.
ADDI'lIONAL DATA: Refer to S60 MINN-66-2 for data on the typityin�� pedon.
National Cooperative 5ai1 Survey : .
U.S.A.
LOCP_TION KILKEIIATY I�PT+IA '
Established Series "
Re��. K17S-TCT-AGG
12/2005
KILKENNY SERIES � �
The Kilkenny series consists of vel•y cieep, m�derately�vell drained soils that formed in a mancle
of clayey glacia] till or flo�v till aild undet•lyina loamy�lacial till an moraines.These s�ils have
moderately slow permeability. Their slopes ran�e from 2 to 35 percent. The mean anniral
pi•ecipitation is about 28 inches. Me1n ann�ial air tempera�ure is about 48 degrees F. �
TAXONOiVL�IC CLASS: Fine, smecti.tic, mesic �xyaguic Vertic Hapludalfs
TI'PIC4L PEDON: Kilkenny clay loam, on a 15 percent linear side slope, on a glac:ial moraine,
in a pastured �eld. (CoIors are for moist soil unlcss other��ise noted.) �
Ap-=0 to 9 inches; very dark brown (lOYR 2/?) clay (oam, dark �rayish bro�vn (1(�YI2 4/2 j dry:
wzak fine �ranular structur.z; friable; common very fi.ne roots; about 2 percent`ravel; maderately
acid (PH S.6); abrupt smooth bounclary. (6 to 10 inches thick)
Bt1--9 ta ]9 inches; brown (lOYR 4/�) silty clay loarn; moderltel}�medium suban�ular blocky
stnic�ure partin�to moderately tine suban�ular hlocky; �rn�; common fine and very fine r�ots;
few distinct very dark bro�vn (70YR 2/2) clay films on faces oi'peds; about 3 �ercent gravel:
stronaly acid; �radual �vav}�boundary.
Bt2--19 to ;8 inches; bro��n (lOYR 4/3) clay loam; moderate mediurn prismatic structure par�ina
to moderate medium suban�iilar t�locky; firm; cornman very fine mots; common distinct very v
S��oboda Ecolohical Resourczs 186U d: 138U Fo�Street
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dark bro�vn (l�YR 2/2) cla}� flms on fac�s of�eds; about 5 percent aravel; slrongl}J acid; �radual
���a��y boundary. . ;
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BL3--38 to�3 inches; bro�vn �10YR�/S) clay lo�m; weak medium s�banQu:lar blocl:y structure
parcing to ��eal:fne suban�ular blocky; firnz: cQ.mmon.distinct ver��dark l�r�wn (l 0YR 2/?} cIa}�
films on faces of peds; about:�percent�ravel; few fine clistincr brown (7.a1'R�/4) Fe
concencrations; moderately acid; �adual sm�oth bat�ndary. (Comhined thickness of che Bt.
horizon is 20 to�0 inclies.) �I
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2BC--_5��to 6� inches; li�ht olive br�wn (2.:5Y'�/4) lo�tm; ��eal:fine suban:bular bloGky structure;
few distinct dark brown (1 QYR 3/3) clay flms c�n faces of peds; frial�le; about 8 p�rcent�ravel;
abaut.2.percent col�bles; few fine disunct brown (7.��'I2 4/�)Fe deletions;sliahtl�r effervescent;
sli�?htly alkaline; �radual wavyboundary: i
�C--65 to 80 i��ches;light olive brown (2.S�r 3'+4� loam; nlassive; friable; fe�v concenlrations �f
1iMh1`�ray(2.�Y 7/2)calcium car.bonates in por�s;brown (7.�YR 4/�) soft mass�s of iron-
manaanese in nodules;about 8 percenl�ravel;��about 2 Percent cobbles; cornmon medirrm
prominent dark yellowish brown (101'R 4/6)Fe concentrations and eommon meciicim discinct
aray(2.�Y�/l)Fe depletlons; stron�l}�efferuescent; moderately alkalirie.
TI'PE LOCATIOl\?: Le Sueur County,Minn I ota; abaut 3 miles west and 3 miles south of
IVlont�on�ery;]acated avou�300 feet east and$00 ieet norfh of the southwest corner of secti�n
19, T. 1 l.] N_, R. 2j W.; USGS Le Center copo�aphic quadran�le; lat. 44 degrees 2�minutes 3
seconcls N. and lon�. 93 dearees 38 mini�ces 42'seconds V��., NAD 8_'i.
RANGE IN CHARACTERISTICS: Depth tO�arbonates ranae fram 20 to GO inclies. Gra:ve] of
rriiked litholo�p, but dominated b}�shale fraarnents, typicall}�mal:e up 2 to S percent of the
volume of the series cantrol section, but the u}�per part of the��ro�le in som�pedons c�nlains
less than Z percent aravel. Roundecl shale frami�ents dominate the coarse sand frac[ian. Soil
saturation occurs above a de�th of 40 inches in 6 out of l 0 years.
Tlle Ap or A h�rizon has hue of 1 OYR, ��alue�f 2 or� and chroma of 1 ar 2. It is clay l�am, silty
claj�loam, loam or silt loam. The reaction is niocleratel5� acid to neutrll.
Some pedons l�ave a thin E horizon. !
The Bt horizon lia5 hue of I OYR or?.�Y, �+alu'e of�or 5, and chroma of 3 to�. Faint to
prominent Fe concentr�tions a��d cleplecions commonly are above a depth of 40 inches. .
Redoximorpluc depleti.ons do not occur in the�upper 10 inch�s of Chis horizon. The u��er 20
inches of the Bt horizoi�typicaIly contains 3���0 45 percent c1a5�. �/A clay ratios are ].2 to l.4.
The Bt liorizon is clay loain, silt��c1a5� loam, o.T clay. The reaction ranaes fr�m stronaly acid c�
n�u:tral.
'�� .
The.213C horizon has�ropen-ies similar to the;2C 1�onzon.Some�edons have a ?BK hor.iz�n.
Svoboda L•colo�ical Resources IS60& IFSp Fox Streer
Project No.:2(107-07�-0� •' 7S Lucy Ghorley
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The 2C horizon has hue of lOYR ar 2.�Y, value of 4 ar S, and chroma of 2 ta�. It is clay loam or
loam. The reaction is sliahtly aLkaline or moderaeely alkaline.
CQMPETING SERIES:There are no competing series.
GEOGRAPHIC SETTING: Kilkeniry soils i�ave plane a��d convex slopes on �ently sloping to .
steep end moraines of the Des Moines lobe of the Late Wisconsinan alaciation. Their slopes
ran�e from 2 to 3� percent. They formed in a mantle of clayey olacial till or flow till and
underlyin� loamy glacial till on moraines. Mean annual air temperature ranges from 45 to 5�
de�rees F.Mean annual precipitation is about 27 to 32 inches. Frost-free period ran�es from 145
to 175 days. Elevation ran;es from 80U to 1,500 feet above sea level.
G�(4GRAPHICALLY ASSOCIATED SOILS: These are the Glenc�e, Lerdal; Lester, Le
Sueur, Lura, Nlazaska, and Shields ser�es.The very poorly drained Glencoe and Lura soils are in
the lower lyina drainagewa}�s and depressions. The somewhat poorly drained Lerdal soils are on
Qently slopin�to maderately steep areas. Shields soils are poorly drained, and are on sli�hdy
elevated flats. Mazaska soils are poorly drained; and are on sli�htl3�elevated flats and swales
above or within areas of Kilketln}� soils. Also, the well drained Lester soils and the moderately
weIl drained Le Sueur soils are associated in a few a�-eas.
DRA.INAGE AND PERMEABILITY: Moderately well d.rained. Permeabiliry is moderately
slow. Rnnoff is medium to very hi�h. A perched seasonal hi�h warer table occurs at depths of 2.5
to 4.0 feet during tlie period April, May, and June in narmal years. � � �
USE AND VEGETATION: Most areas are cultivated. The principal crops are carn, grain, hay;
and soybeans. Some areas are used for pasture and some are forested. Native ve?etation is mixed
prairie and f�rest species.
DISTRIBUTION AND EXTENT: South central Minnesota and north-central lowa. The series
is of moderate extent.
MLRA 4FFICE RESPONSIBLE: St. Paul,Minnesota
SERIES�STABLISHED: l��aseca County,Minnesota, 1963.
REM.ARKS: Diagnoseic horizons and features recagnized in this pedon include: Ochric
epipedon - the zone from the sail surface to a depth of 9 inches (Ap horizon);Araillic horizon -
� the zone from 9 co 53 inches (Bt.1, Bt2, Bt� horizons); Oxyac�uic sub�roup based on saturation
above a depth of 40 inches; Vertic sub�oup based an more than 6 cm of COLE in upper 40
inches. Water cable studies and field observarions have verified a perched condition in normal
years; particularly in periods of extended rainfall.
ADDITIONAL DATA: Soil Interpretation I2ecord nnmber MNO�76.
r7ational Cooperative Sail Survey
U.S.P.. .
S��oboda Ecoloaic:il kesources 1860& 1880 Fox Street
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LOCATION KLOSSNER NII�7+Iv
Established Series
Re�r. TCJ-AGG-TWN �
09/?006 i
KLOSSNER SERIES , � �
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The Klossner series consists of verSr deep, very poorly drained soils i��rmed in v�+ell decamposecl.
or�anic material 41 to l27 cm (16 to 50 inches)thick overlyin4 loam��deposits on moraines, till
plains, lake plains, floo�i plai.ns, and hillsid� seep areas. Slope ranQ�s fram 0 co 9 percenC. Mean
annua] PrecipiYatioi�is about 71] tnm (2� inche�'). Mean annual air temperature is ab�ut S
cie�rees C(47 cietrrces F). . �
TA�ONOMIC CLASS: Loamy, mixed, euic,imesic Terric Haplosaprists
TI'PICAL PEDON: I{lossner muck; on a 1 percent:sl.ope, in a cuhi��ated field. (Calors arc; fc�r
moist sail unlcss other�vise stated.) I� �
Dap--O t� 2S cm (U to 1.0 inches); la:lack (N 2/U� nurck; ver�r darl:gra�� (7 OS'R 3/]) dr�; �bouc 20
percent fiher,:less than > �aercent r��bhed; weak�ine suba�mular blocky structure; very friab]e;
man�r a�zr.y fine roots; m�clerately acid; abrul3t sm�oth bounclary.
Oa--25 to C6 cm (l0 to 26 inches); black (].0�'I� 2/Y).muck, dark gra5�(I OYR 4/l) clry; about 60
percenc fiber, about 6 percent rubbed; ���eak iine subanaullr blocky structure; very friavl.e; many
very fine roots; n�oderately acid; �radual smootli houndar.y. [C�mbined lhicl:ness of t�11e O
horizon is 4] to 127 cm (]6 to 50 inches).] � ,�
2A1.-=6d�to 9l crn (26 �0 36 inchesj; black(N 2/0) nuicky silty clay Ioan7; «�eak medium
subangular blocky struccure; Priable; few very�ne roots; sliahtlp acid; graclual smoath hc�undary.
2A?--91 to 122 cm (,6 to 4� incl�es);black{I�,�2/0) silty clay loam; massive;friable; I'e�u dark
reddish bro��n (�YR 3/4) iron o�:icle cancentrations in root channel.s; about 7 percent.�ravel;
neutral; yradual �ravy boundary. [Combined lhickness of the'�A horiz�n is 20 t� 114 cm ($ to�5
inches tliic�).] ,
2Cg1--122. to 16� cm (4S to 6� inches); olive i ay(�Y�/?} clay loa��; massive;friable; dark
reddish brocvn (�YR 3/�) Fe o�.ide concentrations in root channels; many medium prominent
yellowish bro�vn (].01'R�/6)Fe concentrations�: abo�t l. percent aravel; sli�hcly effervescent;
sii�htl��all:aline; Gradual wav�{ hounclary. �
2Cg2--16� co 20� cm (6a" to 80 inches); yra}�(71'�/l)loam; massive;Iriable; .many medium
prominent li�ht olive br.own (2.��5' �/4) and yello�lish bro��m �lOYR S/4) Fe concenerati�ns:
about 3 percenC gravel; sli�htly e�fervescent; slialltly alkaline. �
TI'PE LOCATION: R�ajor Land Resource Area (A�ILRA) 10�-Cencral lo«�a and Minnesoea Till
Prairies;Nicollet County; l�!Iinnesota;Iocated about 792m(2600 feet:)north anel 7�1 m(?3U0 feet)
east of the south�fest corner, sec. 12, T. 170 N�, [2. 28 \��.; USGS Nicollet topo�raphic
quadrangle;'lat.4�elearees 20 minutes �3 seconds N. anel lon,. 9�de�rees � minutes 29 seconds
W., NAD 83. � �
Rr�r�NGE IN CHARACTERISTICS: The thi�kness oi`the oraanic material ran�es fram�] c�
l?7 cm (1 C to �0 inches). Tt is deri�red primar.i;ly from herl�aceous plants. The orrranic mattcr
content ran?es from 2S to 60 percent in tlle or�anic surf.ace anci� to 20 percenC in the 2A horizon.
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Svoboda Ecolo�ical Resources i 1 S60 b: I SSO Fox Street
Projcct No.:2007-070•0; � �� I_ucy C,horleq
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The re�ction of the organic material ran�es from moderately acid to sli�htly all:aline. Same
oraanic layers contain free carbon�tes.
The O horizon has hue of 101'R, �YR, or is neutral, val«e of 2 or 3 and chroma of 0 to 2. It is
dominantly muck(sapric material) however, some pedons have tllin layers of hemic material,
less than IO.inches thick. '
Some pedons have hiahly organic mineral plow layers. � .
The 2A horizon has hue of lOYR, 2.SY, SY or is neutral; value of 2 or 3 and chroma of 0 ta 1. It
is loam, silt loam, sandy clay laam, silry clay loam,clay]oam or mucky modifiers of these
textures. it is moderately acid to slijlitly alkaline. Some pedons contain thin layers of
coproaenous earth. �
The 2Cg horizon has hue of lOYR, 2.SY, SY, SGY, or is neutral, value of 2 to 7 and chroma of 0
to 2. It is loam, silt]oam, silty clay loam, clay loam, sandy clay laam, sancly loam or fine sandp
loam, or their b avelly or cobbly analoaues. It is slightly acid to moderately alkaline. The upper
30 cm (12 inches) of�is horizon averages less tI�an 3�perc�nt clay. Some pedons contain thin
strata of fine sand, loamy sand, ar silt. Gravel or cobb7e sized rock fragments ran�e from 0 ta 2�
percent by vohime. Some pedons contain fi-ee carbonaCes. Sandy subsCratum and ponded phases
are recognized. A firm till phase of clay loam with a moist hulk density of 1.6 to 1.9 an�/cc is
reco;nized. y
COMPETING SERIES: These are Linu�ood, Medo, Palms; Philbon and Shalcar series.
Linwood soils have wel] expressed granular structure to depths of more than 30 cm (12 inches)
and formed mainly in woody fibers. Medo soils have sandy textures in the lower parC of the series �
control section. Palms soils have oraanic matter content greater tl�an 75 percent and do not have
an A horizon directly below the oraanic rnaterial. Philbon soils have fibric and hemic material in
the upper. 30 cm (].2 inches). Shalcar soils l�ave less than 3 debrees C (26 deb ees F� difference
between mean January and mean July temperatures. �
GEOGRAPHIC SETTING: Klossner soils are in basins that were formerly lakes or ponds, lake
plains, Cill plains, f7ood plains, or moraines. They are also on hillside seep areas in moraines and
side slopes of river valleys: Slope ranges from 0 to 9 percent. The soils on nearby uplands are �
�enerally]oamy. The mean annual air temperature ran�es from 7 to 11 dearees C (45 to �0 �
degrees F). The mean annua] precipitation ranaes from 610 to 8.13 mm (24 to 32 inches). Frost-
free period ranges from 1]0 to 160 days. Elevation above sea level ran�es from 244 to 427 m
(S00 to 140Q feet).
GE4GRAPHICALLY ASSOCIATED SOILS: The maii� ones are the Canisteo, F�iarps,
Okobaii;Glencoe, I��Iuskeaa and Hau�hton soils. Canisteo and Harps soils are on tt�e rims af
depressions. Glencoe and OkoUoji are at the outer eclaes of the depressians. Muskego and
Houghton sails are in larger depressions. y
DRAINAGE AND SATURATED HYDRAULIC CONDUCTIVITY: Very poorly drained. .
Surface runoff is negli�ible to ponded. The saturated hydraulic conductivity, measured in em per
hour, is .0� to�.1 (.02 to 2.0 inches) in fhe upper material and .05 to 1.5 (.02 to .6 inches) in the
lower part. Seasonal hiah satur.ation ran�es from plus 91 to 30 cm (3 to I foot) for undrained
areas of this soil. Areas that are drained have variable depths to saturatian based on the
effectiveness of the drainaQe network.
Svoboda Ecolo�icaI Resources 1860&1 S80 Fox Street
Praject No.:2007-070-0"a j] Lucy Chorley
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US�AND VEGE'rATION: The�reater part a�' this so.il is culti��ated to corn; soybeans. small
b ains and specialty crops such as veQetal�les origrass sod. Other areas are in ve�eta�i�n of
m-asses,reeds, sedges, alcler, aspen, or willotiv. � ome of the hillside seep areas are set aside as
natural ar.eas and called .fens.
• DISTRIBUI`IDN AND�XTENT: The south�central and snutheast art of I��IinnesQta antl
P
possibl.y northern Io�ra. The series is extensive��
MLRA OFFICE RESPONSISLE: St. Paul, lVlinnesota
SERIES ESTABLISHED: Nieollee County,Minrresota, 1989. -
REMARKS: Diagnostic horizons �nd Peatures��recotruized are: sa��ric soil materi�ls from the �
surfacc co about 66 cm (2G inches); loamy�min�ral material frorn 66 co 127 cm (2C�10 50 inchES)
or rnore; aquic moisture re¢ime. This soil.u+as �orn�erly included in lhe Palms Series in
1vlinneso'ta. A i�'irm till subscratum is rccoanize ' in the geomorphic surface lanc]form of the
Kandiyohi iill. �
� ADDITIONAL:DATA: Refer to MAES-CFC�s 26y7: 325]: 3400 anci i47a.
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Nar.ional Cooperative Soil Survey ;
U.S.A. '
;
LOCATIOIQ Ht�YDEN �.�IA
Established Series � 1
� Rev.,ELB i
US/1999 ; •
, HA.YD.EN SERIES � ,
, The Hayden series consists af deep«Tel1 draine,d soils that farmed in calcareous loanly glacial ull
. on ;lacial moraines and til] plains. These soils rhave moder�te pern�eabilit5�. Their slopes:range
from 2 to 4O percent. Mean annual precipitation.is about 2� inches, anil mean annual temPer�ture
is abaut 46 ele�rees F.
TAXONOMIC.CLASS:Fine-loam}�,mixed;�i�peractive,mesic'Glossic Ha ludalfs
P
TI'PTCAL PEDON: Hayden loam with a C percent conuex slope on a terrniral moraine in a
deeiduous f.oxest. (Colors are for moisc soil t�n�ess otlier.wise noted_)
A--0 to 2 inches; ver�l dark vraS�(]OYR �/l) loam; weak fine�-anular structure; verS1 friable;
abaut 5 percen�coarse fraRinents;iieutr.al; abru�at smooth boundar��. (l to 4 inches t]iick)
E--2 to 9 inches; dark gray.ish bro��m (7 OYR 4/2)li�ht loam; «�eak thin plat}4 structure;very
fr.iable; few ver.y dark al'1y (]Ol'R 3/l)worm casts in upper nart_.al�ou�5 percent coarse
frl�ments; slirrhtl;y aci�l; cl�ar�ua��y tioundary.�(0 to 12 inches th.ick)
8E--9 l0 14 inches;bro�vn (lOYR 5/3) i�ne sand.y loam: weak'fine ancl medium su6an�ular
hlocky structure; friabl.e;man��distinct coatinas of clean sand and silt particles on i�aces of peds;
aboi�t.�Percent coar.s.e fraaments; medium acitl; clear u�a�sy boundar��. (0 to 8 inches thick)
Bt1--1�to 2S inches; yelld«+isl� bro���n (10�'R��/4}loam; n�ode�rate fine and medium stiban�ular
blocky structure; firm;:fev�r faint c�atintrs of clean sand ancl silt panicles and few faint dark 4
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yellowish brown (lOYR 4/4) clay films on faces of peds; about 5 percent coarse fra�ments;
scronaly acid; clear wa�ry houndary. .
Bt2--28 tu 38 inches; yellowish brown (lOYR�/4) loam; moderate fine and medium prismatic
structure partin�to moderate fine and medium an�ular bIocky; firn�, many distinct dark
yellowish brown (lOYR 4/4)clay films an faces of p�ds; about 5 percent coarse fra�ments; few
prom�nent black clayey fillings in root channels; stron�ly acid; cl.ear�vavy boundary.
Bt3--38 to�3 inches; yellowish brown (I OYR 5/4) loam; few fine prominent reddish l�rown
mottles; moderate fine and medium prismatic structur.e; friable;few distinct dark yello��ish
. brown (l QYR 3/4) clay f lms on faces of peds; about�percent course fraaments; sii;htly aeid;
abrupt wavy boundary. (Cambined thickness af.Bt horizons is 12 to 30 inches.)
C--�3 t� 60 inches; lijht olive brown (2.5Y 5/4j loam; few fine faint �rayish br�wn (2.�Y�f?)
and liaht olive brown (�.SY 5/6) mattles; massive;friable; and 5 percent coarse fra�ments; sligl�t
effervescence; mildly alkaline.
TYPE LOCATION: Rice County, Minnesota; ab�ut 4 miles north of Faribault; 1,920 feet east
anci 30 feet north of the southwest corner of sec. 1,T. 110 N.; R. 2] W.
RANGE IN CHARACTERISTICS: Solum thicl;.ness and depth eo free carbonates range from
24 Co 54 inches. Coarse frajments of mixed litholoay comprise 2 to 8 percent of the volume of
the control section. � .
The A horizon has hue of lOYR, value of 2 or 3, and chroma of 1 or 2. The Ap horizon has value
of 4 or 5 and chroma of 1 or 2 and value of 6 when dry. The E horizon h1s hue of lOYR, value of
4 or 5, and chroma of 1 or 2. The A and E horizons typically are loam, silt loam, sandy loam, or
fine sandy I.oam; but include clay loam, if eroded. They are neutral to medium acid.
The Bi horizon has ilue of I OYR in the upper part and lOYR or 2.SY in the lower part, value of 4
or_5, and chroma of 3 throuah �. .Mattles are present in the lower subhorizons in some pedons. It
typically is clay loam or loam,but sandy clay loam is in parts in some pedons. The araillic
hor.izan has 18 to 35 percent clay and 30 ta�5 percent sand. lt is sli�htly acid to stron;ly acid.
Some pedons have a BC horizon. �
The C horizan has a hue of lOYR or 2.�Y, value of 4 or.5; and chroma of 3 through 6. It is loam
or clay loam. It lacks mottles in some pedons. It l�as 1� to 2S percent calcium carbonate
equivalent and is mildly or moderatel}�alkalikne. �
COIVIPETING SERIES: These are the Amanda, Belmont, Belmare, Chenault, Chili, Coaaon,
Conestc��a, Douds, EI Dara, Gallman, Grellton,Hebran,Hi'ckorv, Hiah G1p,Hollinaer,
1Ca[amazoo, Kanawha; Kendallville, Kidder, Kosciusko,L�, Letart, Lindlev, McHenrv,
Mandevilie,n2artinsville, NIiami,Mifflin, Militarv, Nodine, N�rden, Ocklev, Owosso, °
PecaCOnica, Princeton, Rawsan, Relav, Renova,Itichland, Ridclles, Kockbrid�e, Roseville,
Sisson, Strawn, Summitville, Teanawav,Theresa, Wawasee, Westville, Whalan, and Woodbine
soils in the same family. Amanda horizon soils have more illite in the B and C horizon; Belmont
soils have redder hue in the B harizon. Belmore, Chili; Kalamazoo, and Ockley soils formed i❑
�lacial outwash and have sandy or sandy-skeletal 2C I�orizons. Chenault soils have chert
fr.a;ments in the solum and are underlaid by limestone bedrock. Cojaon, Gallman, Hickory,
Pecatonica; Renova, Riddles, Summitville, and Westville soils have thicker sola. In addition, • .
Cog�on soils have lo��chroma mottles in part of the BZ l�orizon. Conesto�a, Kendallville, Letort,
Richland, and-Rockbrid�e soils have more coarse fraaments.Douds: EI Dara, Kidder, Siss�n, and
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�Tawasee soils have less clay and more sand or�Silt in the lower. part of the B horizon and in the C
horizon. Hi�h Gap,Hollinger, Mandeville,Mifflin,MiIitary, Norden, Raseville,Whalan, and
Woodbine soils have bedrock be�nninb between depChs of 20 and 60 inches. Grellton, Hebron,
Lindley, and Rawson soils have more silt or clay or both in either the l�wer part of the T3 horizon
or C horizon or both. Kanawha soils are formediin alluvium from acid shale and are in an area of
� hi�her r.ainfall.LeRoy and Strawn soils have thinner sola. McHenry anc1 Miami soils have more
silt or clay, or both in the upper part of the solu�m.Martinsville soils have redder hue in the B
horizon and farmed in stratified outwash orlacustrine sediments.Nodine soils have thicker sola
which is more stratified and leached of free carlionates to greater depths. Owosso soils have more �
sand and less silt or clay in the upper part of their sola. Princeton.soils formed in aeolian
sediments and have stra�if7ed C horizons. Relay+soils have hue of 2.SY or�Y in aIl parts of the B
horizon. Teanaway soils have firm sandy clay loam C horizons v�lith redder hue. Theresa soils
formed partly in loess and have 2C horizons with�0 to 60 percent calcium carbonate.
GEUGRAPHIC 5ETTING: Hayden soils have plane or conve�: slopes an gently undulating
through steep �lacial moraines of the Des Moines and Grantsburg sublobe of the Late
Wisconsinan alaciation. Their slopes ran�e from 2 rto 40 percent and nlostly ar.e 80 to 300 feet in
lenbth. These soils farmed in calcareous loamy��lacia] till. Montmorillonite is the dominant clay
n�ineral.in the�lacial till.Mean annual temperaiure is 4S to�0 debrees, and mean annual
precipitation is 27 to 33 inehes. �� �.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the Ames,.Dundas,Hamel, Luther,
and Nessel soils which ar.e menibers of a toposequence with the Hayden soils.M:oderately we11
� drained Nessel soils have plane or sliahtly con�ex slopes. Poorly drained Ames and Dundas soils
have slightly concave to slightly convex slopes�with aradient af less than 2 percent. Poorly
drained Hamel soils are on toe slopes. Or�amc soils are common associates in some places.
DRAINAGE AND PERMEABILITY: V1We11 drained. Runoff is medium and rapid,
Permeability is moderate.
. USE AND'�'EGETATION: Mostly cleared and cultivated to corn, soybeans, small arain, and
hay.Native veaetation was deciduous forest of maple, basswood, oak; and.elm.
DISTRIBUTION A1VD EXTENT: Southeastern Minnesota and in central Towa. Extensive.
MLRA OFFICE RESPONSIBLE: St. Paul, lVIinnesota
SERIES ESTABLISHED: Hennepin County,lMinnesota, 1929.
ADDITI�NAL DATA: Refer to Minnesota A�gricultural Experiment Station Central File Code
No. 967 for results of some laboratory analysisf of Che typical pedon.
National Cooperative Soil Survey �
U.S.A. �
LOChTION LE SUEUR MN+LA
Established Series
Rev. KDS-AGG ;
02/2�06 �
LE SUEUR SERIES ,'
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The Le Sueur series cansi�ts ofi very deep, s�mewhat poorly drained s�ils that Cormed in
calcareoiis, lnamy�lacial till on m�raines. These soils have mnderate peimeability. Slope ran;7cs
from 1 to 3 percent. Mean ailnual pr�;cipitation is about 29 inches. Mean annual air tem�erature is
ahaut 47 de�r�es F.
T4XONOMIC CLASS: Fine-]oam.y, mixed, supel•active, me$ic Ayuic ArQiudolls
TI'PICAL PEDUN: Le Sueur clay toam, an a 2 percenc plane slope, on alacial till plain, in a
p�stiired woodlo�. (Cc�iors are fUr rnoist soil unless oth�rwise noted.) `
Ap--O to l2 inclyes; black (l 0YR 2/]) clay loam, ciark �ra}fish bro�.vn (]OYR 4/2} �Iry; nioderaee
medium aranullr s�ructure par�iii� Co moder�te fine subangular; friable; ahou�2 percent �cavet;
.sli�htly acid; abrupt smooth bound�r��. (6 to 12 inches thick)
AB--12 to 17 inches; very dark ;ray(lOYR 3/1) aiid aUout 2� percent rlar�yellowish bra�m
(1 OYR 4/4)clay laani, �rayish bm�vn (l0�`R 5/2)dry; moderate fine subantrular blocky str«cture;
friaUle; ahout 2 percent Uravel; sli�htly acid; clear smooth bo�u�dary. (0 to 8 inches thick)
Btl--l7 to 24 inches; olive Uro�vn (2.SY 4/3j clay laam; modcra�� mecliC�m prismatic structure
partina to strong fine sul�an�ular block}; friable; common dark l�rown (I OYR �/3) c11y t'�lms �n
faces of peds; abouC 2 percent �rav�l: fe�l fine faint dark grayish brown (2.�Y�/2)Fe depletic�ns;
slimhtly acid; clear smaoth boirndary. .
lit2--?�to 37 inches; olive bro�vn (2.SY 4/3) c1aS� loam; weal:medium prismatic structure
partin�to moderate i'ine sabanat�lar t�lock}r; friable; common very dark�rayish brown (2.�Y 3/2) �
clay films on faces of peds and in pores; about 4�ercent �ravel.; fev�� i'ine faint arayish br.own
(2.SY 5/2) Fe depletions and few fine prominent dark yello�vish brown (lUYR�/6) Fe
concentrations; neutral; abrupt smc�ath boundacy. (Combined thickness of the Bt harizc7n is 16 to
45 inches.) . �
Y3i:-37 lo�6 inches; light olive bmwn (2.��`5/4) loam; weak medium.suban�Yular hlocky
structure; friable; common N�ht �ray(2.SY 7/?) soft m�sses of carbonate throuphout and
carbonate threads; about 5 percent �ravel; common medium distinct�rayish brown (2.iY �/2) Fe
de}�leti�ns and c�mmon medium distinct li�=ht olive brnwn l2.aY�/6j Fe concentrations; stron�ly
effervescent; slightly alkaline; clear smooth buui�dary.
C--4G [0 80 inches; �rayish br�wn (2.�Y_5/2) loam; weal: medium subansular blocky str«cture
parcin�to massive; fi•iable; common li�?ht �ray(2.��' 7/2) soft masses of carbonate thrau�hcaut
anrl carbonate t�hreads: �bour a percent�i-avel; many comn�o�i medium pcominent dark yellowish
bro�vn (lOYR�/4) and dark yellowish brown (lOYR �/6) Fe cancentratians; strona.ly
effervescent; sli�htly alka(ine. �
TI'PE LOC�TION: VVaseca County, Niinnesota; aboui 9 miles south ofi Waseca; lacatec3 ah�ut
20U feet east and 1,9�0 Fec� soutli c�f norr.h���est corner of section 26, T. ]0� N.: R. 221�V,; USGS
Marristo�vn c�uadranale; lat. 4�devrees 7 minutes �9 seconds N. and lang. 9, de,rees 2G minirCes
� 46 secancls W.. NAD 8�.
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RANGE IN CHARA�TERISTICS: Depth to'carhonates ranges from 22 to » inches. The
thickness of the mollic epi}aedon ran�es from 10�to ]8 inches.Rock fraament content is l to 8
Percent by volume throu�hout and is of mixed Iitholo�y. �
,
The A l�orizon has hue of 101'R, value of 2 or 3� and chi•oma of 1 or 2. The A horizon is clay
� laam;loam, silc loam, or silty clay loam. It has 20 to 30 percent cla��. It is moderately acid to
neutral. An E horizon as much as 3 inches thick�is in some pedans.
�...,
The AB horizon has characteristics similar to the A and the Bt. „
1� • .
The upper part of the Bt horizon has hue of]O��R or 2.�Y, value of 3 to 5, and chroma of 2 or 3.
The lawer part of the Bt horizon has a hue of 2.5'i', value of 4 or�, and chroma of 2 to 4. The Bt
horizon is mostly clay Ioam or loam.The argill�c horizon averages between 24 and 35 percenc
clay and fram l� to 40 percent�ne sand or co ser. The Bt horizon is scron�ly acid to sliaht]y
acicl in the upper part and stronaly acid to neutr�l in the lower part. The bulk density ranges from
1.30 to 1.45 �m/ca • i
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Some pedons have a BC or B1:horizon. ;.
;
The C horizon has hue of 2.�Y or aY,value of 4 to 6, and chroma of 2 to 4. It is loam or clay
loam. It is sIightly alkaline or moderately all:aline. The bulk densiry ranges from 1.4_5 to 1.60
gm/cc. � '
COMP�TING SERIES: These are the Ancires, Aurand(T),Aztalan, Crane,Darroch, Gilboa,
�Ioustenacler(T), La H��ue,'Marcellon, Mokena,Nachusa, Nenn�, Newhaven, OdelL Pmcivin,
Ti�lerishi,ViRar: and Wilmer series.The Aurand(T) and Tiderishi series are prese�7tly not in the
OSD fi1e. Tl�e Andres, Aztalan, and Mokena soils have silty clay loam lower B and C horizons.
Aztalan soils also have hue of 7.SYR in the B and C horizons. Crane soils have rnare than b
percent rock fragments in the lower part of the�ar�illic horizon. Darroch soils have C horizans of
stratified silty and sandy sediments within the series control section. Gilboa soils have silt loam
and silty clay loam in r11e upper parc of the series control section. Houstenader soils have 30 to 40
percent�ravel in the lawer third of the series control section. La Ha�ue soils have less tihan 2Q
Percent c]ay in the lower part of the series control seceion. Marcellon soils have less than 24 •
percent cla5�in the argillic horizon. Naehusa sails do nat have rack fragments in`the u�per part of
the series control section. Nenno soils have n�ore rhan 8 percent rock fra�ments in the lower part
af the series cc�ntrol section. .Newhaven soils do noc have carbonates in the series control section.
Odell soiIs have hue of lOYR in the lawer B and C horizons and higher chr.oma in the upper B
horizon. Protivin soils have bulk densitp greater than 1.60 am/cc in the lower part of fhe series
control section. Vigar soils have a mallic epipedon greater than 24 inches thick. Wilmer soils
have more than 40 percent fine sand or coarser in the arailIic horizon.
GEOGRAPHIC SETTING: The Le Suew s�ils have sli�htly concave: nlane; or sl.ightly convea •
slopes on n�oraines within the Des Moines lobe and Grantsbur;sublobe of the Late VR�isconsin
alaciation. The}�formed in a calcareous,loam� till. Slo�es ran�e from 1 to �percent.Mean
annual air Cemperature ranges from 4� to 52 degrees F. Mean annua] precipitation ran�es from 2�
Svoboda EcoloQical Resources � i S60&]S80 Fox Street
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co �2 inches. Frost-free period ran�es�from 125 to 16� days. Elevation ran�es from 700 to 1,600
feet above sea level. � y -
GEOGRAPHICALLY ASSOCI�ITED SOILS: These are the Cordova, l..esrer. anci Hamel
soils. These sails formed in materials simila��ta the Le Sueur soi�s and are members of a
. hydrasequence with the Le Sueur soils. The poorly drained Cordova and Hamel sails are
common associaCes on adjacent nearly level slopes. The well dt-ained Lester soils are the most
cammon associate on the undulatin�to jently imdulatin� slapes. The well drained Havden soils
and the poorly clrained Dundas soils are associates in some places. �
DRAINAGE AND PERMEABILITY: Somewhat poorly drained. Surface runoff is lo�v.
Permeahility is moderate. An apparent water table is at l.� to 2.5 feet during November to Jeine
in normal years.
USE AND VEGETATION: Most areas are cultivaled: The principal crops include corn,
soybeans, arain, and hay. Native vejetation was decicluous forest, dominantly elm, hasswoocl,
and maple in some areas, and aak with prairie and brush understory in the timber outliers within
the prairie. `
DISTRII3UTION AND EXTENT: Sauth-cencral Minnesota and north-central Iowa. This soil is
extensive.
� �VILRA OFFICE RESPONSIBLE: St. Paul, Minnesota
SERIES ESTABLISHED: Le Sueur County,Minnesota, 1944.
1tEMARKS:Diabnostic horizons and features reco�nized in this pedon inclu�le: mollic
epipedon-the zone from the surface to 13 inches (A and AB horizons); ar�illic horizon-the zone
� �from 7 3 to 41 inches (Bt horizons); aquic sub�roup-hue of lOYR and chroma of 2 inlmediately
below mollic epipedon.
Somewhat poorly drained matches depth to redoximorphic depletions (2 chroma features at a
� depth of 17 inches) and taxonomic class (Ac�uic sub�roup) closer than the pr.evious moderately � �
well drained class.
National Cooperative Soil Survey � �
U.S.A.
LOCATION LESTER MPT+IA a
EsCablished Series �
Rev. AGG-TCJ-KDS � . �
-, .
Q4/20Q7
LESTER SERIES
The Lester series consists of very deep, well drained soils that formed in calcareaus loamy till on
Svobod��Ecologic�l Resources 1860� I$80 Fox Street
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eill plains and moraines. These Soils ha��e moderate permeahilit}�. Their slapes ran��e irc�m � to 70
percent. lvlean annual precipitation is abour 28 incl�es. Mean annual temperature is ahout 47
de�rees F. ,j
T_A�iONUMIC: CLASS: Fine-loam}r> mixed, s±iperaccive, mesic A�ollic Hapludalfs -
TI'PICAL PEDON: Lester loam with a cunve� slope of al�out 9 percent on a ��round�noraine in
� cu:]tivated field. (Calars are.for moist s�il un1E ss otherwise noted.) �
Ap--0 to 7 in:ches; very dark crayish brown (1DYR �l2) loam, arayish brown (]Ol'R�/?) dr};
moderate tine subansulv- block}�struchire; friable; man}�fine ro�ts; about 3 percent �ravel; .
sli�htly acid; abru�t smooth boundar��. (6 to IO�inches tliick) v
�
Btl--7 to 2l inches: bro��m (10�r'R 4/�j clay la� rn; �noderate medium suba�l�ular blocky.
str.ucture;firm; many very fine.roots; common��ver3�dark ara��ish bro���n (lOS'Tt 3/2j clay films on .
faces of peds and fe�� very dark aray(lOYR �%'l) ar�anic c�ats on faces of peds; about:2��ercent
��ravel; sliQhkLy acid; clear smooth boundary. �
Iit�--21 to�8 inches: daik ye11o«�ish bro���n (l�OYP.�/4) c1a��loam; mnderlte medium subinnular
blocl:y structure; fr.iable; common fine roots; Gommon dark arayish brown (10Y12 �/2)clay films
on faces of peds and fe��r ver3�dark brown (]0�'R 2/2) or�7anic coats on i'aces of peds; about 3
per.cent:Qravel; sliQhtly acid; aradual smooth h:oundar�r. (Combined Bt horizon is 7 U to 40
incl�es.j - v :� . .
. Bk1--�b to a0 inches: yallowish bra�vn (]0�`R�/�)loani; weak meditrm suhanaular bl�cic��
structure;iriable;fcw fine roots;�common very pale bra���n (1�YR b/2) carbonate 1:hre�ds;abc�ut.2
Percent.Gravel; viole:nlly effervescent; s]i�htl�I alkaline; clear���avy boundary.
,
I3k2--a0 to 6U.inches;��ellowish bro���n (lOYR �/�)loam;weak medium subangular blocky
structure; friable; common fine distinct yello��ish brorxm (l OYR�/6)�Fe concentrations; commc�n
�<ery pale brown (l0�'R 8/2) cacbonate tlzreads: about 2 �ercent Qraval; violently effervescenr,
sli�htly alkaline; clear v��av�f boundary. 'I
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• C--60 to �U inches;yellovclish brown (],UYR�/4)loanz; massiv�; fri�ible; common me�ium
distinci.yellowish brown (lOYR 5/6) Fe conccntrations and{�cw fine distinct litrlit broumish �7ray
(1OYR.6/2�Fe depletions; about 1 percenc��vel.; stron�l}�efferuescent; sli�htly alkaline.
TYPE LOCATIO�T: Wri�ht.County,'R�Iinnesota; about 3 miles ��+est of Olse�?o, 14G0 feet sc�uth
and 200 feec��rest oi'the norlheast corner of Sec. l�, T.127 N.; 12_24 VV.; USGS Bi� Lake
quadran�le;laC. 45 cleRrees ]7 minutes ?9 set;oT�eis N.;1on�. 9� cle�rees 41 minutes 3 seconds ���.,
NAD�7 y ,� .
R.AIVGE IN CHARACTFRISTICS:�Deptli to free carhonates ranges from ?0 to��inches.
Rock fragments of mi�ed litholo�y com}�rise 1 to b percent of fhe volume of the contro] section.
Svoboda Ecolohical Resources 1 S60� 1880 rox Street
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The A ar Ap horizons have hue of lOYR, value of 2 or 3, and chroma of 1 or 2. The E horizon
where present, has value of 3 to a, and chroma of 1 to 3. The A and E horizons are loam or clay
loam,but sandy loam, fine sandy]oam, or silt loam is within the ran�-e. They ranae from
moderately acid to neutral. .
. The Bc l�orizon has hue of lOYR or 2.�Y, value of 4 or 5, and chroma of 3 or�. It is clay loam or
loam and has 24 to 3S percent clay and 30 to 4� percent sand. The B/A cla}�ratios range from 1.2
to 1.4. It is stron�ly acid to slijhtly acid in the upper part anc� moderatelS� acicl to neutral in che
lower part. A Bw horizon is soinetimes present below tl�e Bc.
The Bk horizon has hue of lOYR or 2.5YR,value of 4 or 5, and chroma of 3 to 6. The Bk
horizon is loam or clay loam. It is sliglitly alkaline or moderately allcaline. Redoximarphic
featores are present in some pedons.
The C horizon has hue of 2.�Y or.lOYR, value of 4 to 6, and chroma of 3 to 6. It is loam or clay
loam.It is slightly alkaline or moderately alkaline. Redoximorpl�ic features are present in some
peclons.
CONIPETING SERIES:These are the Annus, Arayje,Baltimore,Bassett, BloominQ, Calel�,
- DowaQiac,Dunbridae, Gara,Koronis, Laur.amie; Loilalois,Lvdick,Mohawk,Neda,Newcomer,
Oneco, Orwo�d, Racine,Raz�rt, Sebbo,T�oni, Waucoma, and Winneshiek soils in the same
� family. Angus and SebUo soil have saturation in th.e lower third of tlie series control section.
Argyle,Baltimore, and Oneco soils ha��e B h�rizons with 7.aYR or redder hue. Bassett soils are �
very stron;ly acid to moderately acid in the upper part of the Bt horizan. Blooming and Racine
soils have 1 S to 3� percent sand in the upper part of the particle-size control section. Caleb soils
' have some subhorizons that have more than 4� percent in the lou�er part of the control section.
Dowagiac and Koronis soils have less than 24 percent clay in the lower one third of the particle-
size control section. Dunbridge,Waucoma, Newcomer and Winneshiek soils have sola
terminated by bedrock at depths above 60 inches. Gara soils avera�e less tl�an 2 percent rock
fraaments in the control section. Lon�lois;Lydic, and Neda soils have more than 8 percent rock
fraaments in some subhorizon of the control section. Lauramie soils have more than 4� percent
sand in some subhorizon in the middle part of the control section. Mohawk soils have a liiQhc;r
_ content of silt and have dark colors in the B horizon which apparently are inI�erited from dark
shale. Orwood soils have no rock fraaments in tlie particle-size control section. Razort soils have
less than 30 percent sand in the controI section.
GEOGRAPHIC SETTING: These soils have convex slopes on moraines anci till plains. Slope
jradi.ents ran�e from 5 to 70 percent. They formed in calca�•eous, loamy glacial till of late
Wisconsinan Age. Mean annua] temperature ranges from 45 denrees to 52 dearees F. Mean
annual precipitation ran�es from 2S to 33 inches. Frost free days range from 125 to l 65. .
Elevations ranae fram 700 to 1600 feet.
GEOGRAPHICALLI'ASSOCIATED SOILS: These include the Cai•dova. Dundas, Glencoe,
Hamel, Hou�hton, Ktossner; Le Sueur, Musketro, and Ne�ssel soils. Poorly drained Cordova and
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some«�hat poorly and poorly drained Dundas soils are�n flats and upper drainage��ays �vith a
hi�h seasona] water table. Very poorl}�drained Glencoe, HauyThton, Klassncr, ancl A�Iuske�o soils
are mostl�t in depressions. Poorly drained Hamel�soils are on f'oot and toe slopes. Moderately well
drained Le Sueur and Nessel soils are on sli�htl�%rele4=ated flacs and mently conveY slopes.
DRAINAGE t�1VD PERMEABILI'i Y: Well ciraineci. Perm�abiIity is moderate.P.unoi'1'is
medium t:o hiah. . �
USE AND ��EGETATION: 1vlostly cropPed to;corn and soyheans. Sorne is in laasture antl
forest.Nati�.re ��emetation is savai�na.
DISTRTl3UTION AND EXTENT: South-cent al and east-c�ntral Minnesota and northeaseern
Iowa.Extensive. ;
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1VILRA OFFICE.RESPONSIT3LE: St. Paul, Minnesoea
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SERIES ES'rA'I3LISHED: :Dakoca Councy, ,linnesota, 1)45.
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RENIARIiS: Dia�nostie horizons and featured reco�nized in this peclon are: anollic subgr�up -
che�one from the surface to 7 inches (AP hori��n); araillic horizon - tl�e zone from 7 to.��
niches (Bt horizons). Ty�e loca�ion mo��ed from Waseca County, Mn. to ViTriRht County,Mn:,
]7/9C to better e�empli�y the series concept within the IVILRA. Slopes of� t� � percent that were .
previousl}t correlated as Lester may be incicrde�d �lith the Angus series in fhe futui•e.
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�VETI,AND DEFINITI01�1 -
Accordino to ehe 1987 U.S. Army Carps of Enj neers "Wedands Delineation Manual" (1987
Manual; the dacument used by all de[ineators ta define wetlands)a wetlai�d is "Tliose are�s tha[are
intindatecl or'saturated by surface or cround water at a frec�uency and duration sufficienr ta support,
anci thatundernarm�i circumstances do support, a prevalence of ve�etation ty�ically adapted forlife
in saturated soil conditions." The Minnesota State Wetland Conservation Act Rules.Chapter$42Q,
furCher clarif.ies thac."...wetlands m�GSt: (1 j have a predominance oi�hydric soils;(2 j be iniuldated or
saturated by sur.face water or groundwater at � frequency and duration sufficient to support a
prevalence of hydrophytic vegetation typically adapted for life in saturated soii c��nditions; �ind (3)
under normal circumstances, support a prevalence of hydrophytic vegetation." The t987 U.S.Army
Corps of Engineers Mailual in Part Il.item 24.states th�c, "The interaction of hydroloay, vetretation,
and sai] results in the development of cl�aracec;ristics unique ta wetlands. Ther�fore, the following
teehnical juidelines for weflands are based on tlle three parameters;and dia�nostic environmental
characteristics used in applyin,che�echnical�ui.delit�e are represented by�cario�is indicators of these .
pararneters." It is this premise by which SER ecoloaists has, in their prafessianal jud�ment,
delineated the wetlan.ds on the s�cbject parcel described in cl�is report. -
Wetland Hydrology .
. The most important wetland criterion is hydrolo�y.The presence and persistence af water influences
the veaetation types and chanaes soil morpholo�y. Hyci.rolo�}�may be observed as staneling �vater
(inunci�ttionj,ar may be observed as freestandinQ water within the soi]pit or au�er hole(saturation)
usually within Che upper 12 inches. This is what would be considered primary hydrolagy indicators.
Only one primary indicator is necessary to make the detennination that wetland hydrolo�y indeed
c�.ists. The 1987 Corps Manual also has a ran�e of hydrola�ic zones established based on�eriod of
inandation or saCuration. These zones antl the periods of inundation or saluration t=or each can be
abserved in Table I below. �
Exce ted.from the 1987 Manual. Hydrolo�ic Zones—Nonticla]Areas
Zone , I�'ame Duration Comments Wedand or Not
I Pernianentl}� [nundAted t00�c Inundation>6_6 Ft. mean Not(Aquatic Habitat Zone,ar Dezp Wncer
watcr de di Habitu j
Serniperminen�ly To Nearly ���_ lnunda[ion defined as
11 Nern�anently lnundated Or <1.00�70 �6.6 feet mean�vate.r \�Jetland
Saturnted de th
CI[ Re�ularly In�mdated Or �>> ��c� VVeflanc]
Sacurnied
�`� Season111y Inunclated Or <1?.5- bVetland
Saturatzd 2S�'o
frrenularl� [nundated or Nian��areas hti��in�tl�ese �,Wza.lnd(if hydro�hytic vea. and h �clric
\� � S turated »'12.i�7o hydralo�Yic charlcteristics soils 11so present �
are not wetlands
Intermittenrl;r Or�'e�jer Areas�vith thesc
��I Inundated Or Saturated ��`�° h��drolo�ic cha►•acteristics Not
�re np[wetlands
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Tl�e definition of apprapriate llydrology accordin;to the 1987 Manuzl includes ewo important t�rms
that muse he clarifiec�. First, the definitian of a �•o��ing seasc�n is needed. The�no��{in� season is
derineel in the 1987 Manual as: "...the porei�n�f the year «.hen sail temperature (rneasurc;d ]9.7
inclies t�elo«�ih�surface)is above biolc�Rical.zero(�°C or 41°F).'� Accardinn ro the l 9�7 Nlanua]
Chis period af time can be approximated by usin�tlie "starcin� antl endin�T dates for the �no���inQ �
season based on a 28°F air tem}�erinire thresho,ld at a freqe�cncy of i �re�rs in 1q:" �31sed an lhis
detini.tion the growin�season.ran�es approximat�ly]60 clays co l 8U days in the l��inneapolis/St.Paul
metrapolitan area (l60 in the norlhern suburbs'�nd Rreater to the south). Tl�erefore, the rcc�uired
inundacion or saturation to the surface for��Ic o�the gro�i�in�season ��ould be 8 or 9 conseGUtive
days ehat ground «�ater wauld need �o be at the i�urface or saturated to tl�e surface.
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The second term in the appropriate hydrolo�y d I�nition.fr.c�n�dle ahove paraora h to be clarii�ied is
P
"in most years". This means in��t'10 years hy�clroloay must exist within a'`jurisdictional wecland"
' for tl�e�or 9 consecutive daS�s of the aro�rino season. This means tt�at one observat;ion date or even
one whole year worth of detailecl hydrolo����daCa may be deemed insufficient to determine if
appropriatehydrolo�y exists at a�iven location�� In the event that�reci��itatian events accumulateto
above or below norma]durina just prior to a sit�visiY or durintr a more intensive hydrolo�y study,the
data may heconfounded by non-normal circum�tances and may be consiclered outs.ide�he bouncls of
"most years"_ Ideall��,both antecedent soil moasture conditions and precipitation would Ue nt�rmal
durin.� all delineations. However,this is not.a realistic impression of climate. Therefore, primary
indicators of li��drol�try must be revie�ued «'it�h scrutiny prior to determinin;if hydrolo�y indeed
EX75CS. .
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Welland hydre�log�� may be observed as staudin� �tater (inundation), or ma�� be olas�rvcd as
freestandina water ���id�in a soi],PiY or au�er liole (saCuration) usually within tl�e upper ]2 inches.
This is �;�l�at would be considered primary h�ydralotry indicators. Examination �f this indicator
rec�uires cli�gi�la a soil Pit to a cleptli of 7_6 inch�es and observinm lhe level at which v��ater stands after
sufficient time has been allo�veel far ��ater to dra'vi into ihe l.�ole. The required time will var.y
depenclin4 on sail texture. This leve] represents�he depth to the�•�ater table;the depth ta sat«rated
soils w:ill al��rays be nearer the surface dt�e �o the capillary frintre. Accarc7ing Co tl�e Hydre�logy
cri�eria in the ]987 Delineation Manual,for sail saturation to impacr veQetation,it must oceur�vithin
a major portion o.f the root: zone; tyPically;���ithin l2 incl�es af the surface. Only one �rimary
indicatai•is necessary to n��e the cleterminatian that tivelland hydrolo�y is presene. H�we��c�r,since a
sinale ohservltion is not �npugh evitlence,'�based an the Percent.a�e of the �ro���in� season this
inundarion or saturation is required,these dai�a a►-e onl}���alid���hen revie�ved while also chnsiderin�
the abunclance of recent precipitati�n e��ents or the seasonal trencl of climate wt}�en.the sice visit ���as
n�ade(this may be cione flirou�h revie«�of precipitation records«there available). Tn addition la the
primai•y�ndicators of�vetland hydroloa}�,there are seeondary indicators(e.�.oxidized►•oot channels,
�-ater-stained leaves, local soil survey data� FAC-Neuu•al test�, of��hich t«�o must be present co
consider the sample painr as ha<<ina «�etlanc�11}fdr�lo�y.
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Svoboda Ecolosical Resources 1850� 1880 Fox Srreet
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Hydrophyfiic Vegetation (Wetlancl Vegetation)
Wc:tland ve�etacion is de�ned in tl�e 1987 1vlanual as "The sum total of macroph}nic planc Iife
arowing in water ar �n a substr�te that is at,least periodically deticient in oxygen �s a result af
excessive�xlater content. ViWhen hydre�phytic ve4etatio��comprises.�community�vhere indicators of
hydric soils and wedand hydrology als� oc;cur. the area has wetland ve�etation." In more scandard
terms, some plants �re more �d�pted eo �rowin� within inundated or saturated soil. Based on .
]iterature records and professional experience.a Panel of experis compiled a list af plan�species and
assianed each a hyclrophytic status(descrihed below and i»cludes five major classes of problhility of
a plant c�ccurrina within a wetland). . �
Tn terms of deIineatian there is a aradient of plant species tl�at are adaptec!to"�rowinn in wa[er or on
substrate that is at least periodically de.ficienr of oxygen". Fieldwork associated with �veeland
delineations includes a procecliire (the 50/20 Rule. ror cleterniination of dominance"}, which is also
,�utlined in the ]987 Man�ial, by which �o cietermine if hydropl�ytic plant species dominate the '
veaecation ac a tri��en locatian. This prc�cedure has been useci 1'or the w�cland delineatic�n at tlie
subject parcel of Chis report.
Hydric Soil
Defined in the 19�7 Manual as"A soil thac is saturat�d, tloodecl,or ponded long enoa�h durin�the
�rowin�, seas�n to devel.op anaerohic condi�ians that favor �he growth and re,eneraei�n of
� hydrophytic veaetation. Hydric soils that accur in areas havina p�sitive indicators af hydropllytic
<<eQetation aiid w�cland l�ydrology are wefl�nd soils." � ' �
For tlle purposes of deIineation of wetlands;soils c�u�not be vie�.��ed v��ithout diaaina pi[s�r extractin�
soil usina an au�er. Therefore, transects of soil samples are taken i'rom �erceived upland [o
perceived wetl:ands alon�a cransi�ional boundar}�. �There are specific colorindicators,textures,anci
cleplh requiremznts in lhe soil fhat are reviewed in order to determine c��hether hyclric soils occur at a .
�iven point or no�. After a transect of soil samples has been taken, upon consideration of ve�etation
and indicatc�rs of appropriate hydrolo�y a workin�prototype for the given�.;��tland is develaped by
the delineator. The wetland delineator then uses this �vorl:ina protot}�pe to cornplete die location of
fhe remainder of the���etland boundar��, unless �he wetland is lar�e enou�h or the landscape:features
(vzgetation or tapo�Tra�l�y) chan;e enou�h to w•arrant addiCional Cransect slmples.
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APPENDIX A
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Explanat,�on of C�wardin and Circttlar i9 Vi�etlan�Classificatian S��stems
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Cl�.rif�cation of aCowa�din Classi�cation
- and. Circular 39
�Ve�land T'ypes 1, 1I., 2, 3 and. 7
B,,
Franklit�J. Svohoda
Svobocil Ecoloaical 2esources
2477 Shadywood Road, Suite 100
Excelsior, MN SS331
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franks @�sinnovaeions.�om
Introciuction
7'he N�li�nal Wetlanii Inventory(NWI)mapPintr process completed in Minnesata between 1979 and
1932 devel�gecl a wetlands inventury map for lhe state of Nlinnesota utilizingremotely s�nsecl co.lor
infrarecl photography that �vas visually interp��etecl. Thc interpretaiion proeess hierarchically
classified wetlands usin�, at the time, the recenrly pi�blishecl Cowardin cl�ssificaCian system
(Co�vardin et a] 1.979). The �vetland in�erpretatian a71d c;lassific;ation pra�ess was �round verified
using selective plots and locations but was field verii"ied to only a limited e�:tent.Consequently,the
published M��I paper c�pies cany tl.ie disclaimer th�t these maps are to be used for aclvisory
purposes on]}�and actual classiCications are co be b�sed oit�round verificatian. Visual interpretation
from remote scnsed imasery has some limitations particularly with re�ard to the water rc�ime
moclifier. Year co year v�riatian in Precipitatian cycles alona �vith the occun-ence c�f precipitation �
events at the tirne that the ima�er}����as acquired, e�en if al] acquisition accurred durine the spring
season, can ,•esl�it in variations in madifi�r cateaorization. y
Accurate classification becornes critica] when reQulatory decisions are being made with reaard to the
wetland type and the amount of rJe minina�r��r fiIl that is permissible. Also, it is a matter o.f
scientifically acc�irate consistency with re�-1rd to adherence to the varions tech�iical publications 1nd
revularory�uiciance documents.
Circular 39�uas authored by Sha�a�and Fredine,and published by ehe U.S. Fish and Wildlif�Ser��ice
(USFWS j in 19�C.The intendecl_purpose of Circular_�9 was an efforc at classifyina and inventorylilo'
�vetlands on a nacional scale in order to assess the wetland blse and rel.ateci waterfo��'�. rl'C7C�llCll0I1
potential. The classification process was never intended to serve as a classification systcm fOr
wetland reaulacc�ry purpases.Ho«�ever,since it was the first nationa]eFfoi-t c�f its kind and as wetland
re�ulatory inCentio�is materialized. this �vas the only methad a�railat,l� ro difPeren�iate bet���een
wetlands of cIifferent types. ,
$r'ohoda Ecolo�ical Resources 186U�138U Fox Srreet
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The Board of Water and Soil Res�urces(BWSR)cross-referencetable(�420.0549 sub�.'?.).indicates
that Circular 39 Type 3 ���etlands haVe a "C'� r�uater reuime madi�ier. This is an inlccurate cross-
rei�erence and the intent of this techtiical paper is a clarification of the carrecc interprecation.There is
�ls� a common tendency to refer to bottomland hard��oods as T}�pe 7 wetlands. This is also an
inaccurate classij�ication.
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, The N�l�I paper maps do not use the water re��ime modifier"E"because it�vas difficrilt.to interpret
frorn d�e inhcrent limitations imposed by the reniote scnsed imatrer}r.Tlieretore;mo$t if not a11 Type
3 wetlan�ls v��ere aiv.en the desi"o-nation "C". H�we<<er, the followin� discussian ��ill.e�amine and
clarify the diffei•ences betweer� Circalax 39 Types 1, 7'L,2, 3, and 7 1nd the ap�r�pria�e Cowardin
wacer renime modif�ring terms.
Circular 39 '4'Vetland T3tpes �
Type 1/1L—Seasonally Flooded Basins or F{'lats
T��pe 1 u�etlands are characterized by soi] tli�t is covered wiCh water or is ��caterlon�ed clurin�
��ariable seasonal per.iods but is c�s�r�illv i��ell '�rctif7ec(.�krring»icccli of xl�e gro�ri�zg ,sea,sorr. (icalics
added for em�hasis). Tl�ese ���etlands may be��f.otind in upland depressions as well as in ovecllo��+
botcorrilands, i.e. ri�+er and stream floodplains.V4Jitl�in floodplains,flo�dina ma}�occur in late fall,
winter or sprin�. 1n u}�land contexts, basins o�flaCs ma3�he water filled during hea�!y rain events or
following sprina sn�w melt. Vejetation types�tilar}r�reatly accor.din�to the season anci the dura�ion
of flaodina.Included w:ithin Type 1 �ire bottomland hai-cl�voads as well as sainc herbaceous yro�vd�s,
� �Vherethe water has receded eariy in the gro�in�season,smartweeds;f�tll panicum,tealarass,clluia,
redroat cypress and weeds (s1�ch as marsh�elder, rag«+eed ancl cockleburs) are lil:e;ly to occur.
Shallow basins that are submertred only ver�! temporarily usual�}� de.velo� little or no w�tland
vegetation (Shaw�1nd�Fredine 19�b,p30). '
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Since Circular�9 was dev�l.oped for nationa9 a�pplication,the descripcion of T�rpe 1 �reClands covers
a broad ran�e of aeoaraphic cante�ts hence�the xeference Co w;inter iloodinrr. �
Co��ardin et al {p.�28)in Table 4 d'escribe T�r�e 1 wetlands as seasonal ly i7�oded basins or tlats,wet
meado���,bottomland hardwoods and sl�allaw fresl»�ater su�amps.Tl�e water reaimes aredescribed
as t�mporarily tloociecl (A) or intermittentljr flooded {J). �
The Minnesota Deparrxnent of Natural Resources (DNR), witl�in ihe re�ulatory framework oi'the
Procected.Water.s and Public V1TeClancis frarrie���ork has aclded the Ty}�e 1L desi enalor to more cle;ar]y
clarii'y the Circular 39 classification methcid and to allo�a=an accurate distinction to bemad�bet��reen
bottomland har.dwoods, seas�nall,y floodcd non-ve�etated or h�rbaceous ve�etated basins and
hardwood s��ramPs. The distinction on the basis nf hydroloay is clear and it was the intent of the
DNR to differentiate bet�.veen for.ested ba�toniland harciwaods and�ron-forested��crlands.
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Type 2—Inland Fresh 1Vleado�i�s
In11nd fr.esll meadow�s(T�rpe 2j v��e�lands ha��e soil that is usuaIly witl��ut standina water dui7na m�st
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of the ar•owinj seaso❑ l�rit is waterlo�aed ta within at least a fe�n� inchzs c�P its surface. Vc=eca�ion
includes grasses.rushes,sedaes,and various broad-leaved p.lants. In n�rthern environments,ty�ical �
speci�s representatives are carex, rushes, i-edtap, reecl�rasses: m�tnna�rasses, prairie cordarass and
rnints. Ivleadows may be present in�sh�lla�t7 lake rasins, slouQhs; farmlanci "sa�s" or m1y harder
shallo�u marshes on the landw�lyd side. y
Table 4(Cowardin et al p.28)inchides within its description of Type 2 wetlands as fen and narthern
sedae meadow.•The water r.eaime is described as saturated (B}. This description: as used by same '
plant ecolojists and wecland scientists,is specifi.cally Iimiting and at least in some instances does noc
su�Qest that reed can�iry grass dominated wetlands would fall inta this cate��ry.
Type 3—Inland Shallo�v Fresh Marshes
Tnland shaIlow fresh marshes (Type ;� wetlanels have a soil substrate that is usually �vatetloQ�;?ed
clurin�the gra��+in� season and ar so�ne times may be covered with as much as 6 inches or more of
water.Common vetretation includes�rasses,bulrushes,spikerushes,anci various other rriarsh Plants
such as cattails, ano�uh�ads,pickerelwe�d, and smar�weeds. Common representatives in tlle North
include reed,whitetop,rice cut�rass,carex and giant htirreed.Type 3 marshes may nearly�tl shlllow
lake basins or slouahs or may border deep marshes on the lantlward siele. They may also accur as
seep areas in ayricultaral fields resulting from failinQ drain tile s}rstems or�vhece sand seams are near
the surface�n hillside 5lopes. V
Ca��ardin ec al (Table �; �Q 28)�describes�the water reaime as either seasonally 1looded (Cj or
semipern�anently flooded (1=).The accurate categorization of Type� wetlands is mast critical since
seasonally flooded wetlands containing reed canary jrass are eli aible for l.araer�le nxi�ai�au�s fil ls(up
ta 10,q00 square f�et) than cattail marshes (only�00 s�uare feet). The diiference in hydralo�cal
i•evimes is discussed in flie ne�t section.
Type 7—Wooded Stivamps
V��ooded swamps(T�m�7)wetlands h�ve a sail substrate that is"water]o��7ed to within a f�w inches
of its surFace"(Shaw and Fredine 7 956,p�22)during the growin;seasan and often can be covered
with as mi�ch as 1 foot of ti�ater.Ty�pe 7 wetlands�ften occur along the ednes of slu��ish streams,on
floodplains; on flat uplancls and in very shallow lake basins. In tf�e North, trees inclucle tamarack,
arbor vitae,black spruce,balsarn,red maple, and lllack ash. Northern evertrreen swamps frec�uently
have a thick arotind cover of mosses. Deciduous s�c�amps frequently contain becis of duckweeds,
smarCweeds and other herbaceous plailt species. Hard��lood s�vamps frequentl��are associated ��ith
Type 6, shrub swam� �vetlands. .
Table 4 (Coevardin et al 197), pa 28j states that Type 7 wetlan.ds.inclucle all water regirnes eace�t
per.manencly flo�ded.This description is inconsistent«�ith the more specific descripti�n of Sha�v and
Fredine (1956) that dese;ribes a Type 7 wetlancl as ha�in�waterla��ed soil to�t�ithin a fe.w inches of
the surface throu�houc the �ro«�inR seasan.
Woaded s�vamps (Type 7) are frequently miscliaractErized as bottornland hard�;�oods (Type 1 L),
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however there are sianil'icant differences in the hydrolovical re�imes between the two.The nature of
these clifferences is discussed in a subsequent serction.�
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Cowardin �tTater Regime 1Vlodifiers
The purpose of water re�ime modifiers is eo!�rovide a better descriptian of the vlriacions in
hydrolc��J��thac occur in wetlands an ��seasona]"and annual basis. These clescr.iptions are �eneral in
nature because �vccland hS�drolo�y is e�traardinarily d}�nlrnic. Hydrolo4}7 is the mosr ���riablc
cornpanent of wetlands and can var}�substantia�7y w�ichin a sinalebasin weekl}�;montihly,seas�nall.y.
annuall��and over decades. Extr�►ordinarily��eC�or dry periods, tivhet'her short or prolon�ed,do have
dramatic effects on the pr.esence or absence of�C��rater in an}��iven wetland. V�'hether a���etlancl has
naturall3�occurrinP hydrol.ogy or�vhether it is parlially or cornpletEly drained aifects its behavior as a
eomponent of the landsc�pe; its apPearance,tlie ve�etati�n that inhabits it, and the effectiveness of
the functions that it performs. Wetlands may also have artifcially induced hydrolojy due to
StormwaTer in�uts or inlecconneetions t� oth�r wetlancls ���ia diteh nr tile clrain syscems. Carefu]
consideration.of each wetlan� �vitliin thz�vera�l coiitext of Cl�e landscal�e is.necessa�y to cinderstand
�c�l�ich «�aterreaime l�est fiCS along wsth the specia]�mocii�ers th�t describe alterations to wetlanels.
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One special .modifier class that is missin�:is �Ihe "st�rmwater p�nd�� c�teao c. This is a commonl r
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�ccurrin�conditian in .urban 7andscapes and�should be acitled. Starm��<ater Pc�nds .rna}�ha.ve been
specifcally cons[ructed forthat purpose or, in che pasC; previously eaistina weCl�nds wc;re used to
treat storm���ater an.d now i'unction �is storm �•acei-ponds ra�l�er than "nacur�l'- ���etlands.
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Descri�tions of tl�e modifiers are taken from;Cowar�3in et a](1979,}��s?1 -22)and i'rom SanGOS anci
Gauster(199:3,p�s �0—3?). i
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Descripiions«�ifihin the parench�ses ace ternis us�;d on the NWI key and the lon�er descri�ti�n is the
one used by Ct�wardin et aL (1979). Wher.e'a parenthetical term is e�eludeel, the t��o terms are tlte
same.
Modifier"A" - -
Temnorarilv Floodeci (Temp�rar�J) '
Surface���ater is present.far l�rief��eriods cluring the gro�>>in� season but the water table usually is
�.�fell belo��J the soil surface for masC of the season.TemporarilJ�flaoc3e�1���etlands usuall��have plants
that.arecliaracteiistic of botl� uplands and�etlands.This modifier dcscription is most appropriately
assianed to Type 1 and 1L weflands but clearl��does noC fit the Ty�e 7 Hard��ood S���am� �xdecland
, type. Table�- (Cowardin Et al ,1979. p�?��) is inconsistent hy includin� fhis renime in tlle Type 7
category. `�
Nloditier"}3"
.Saturace�
Soil saturation occurs to the surface for extended periods elurin� the vro��Jintr season but suri'ace
water is seldom present or evidenc. n�I�ny sedae and rush ���ci�Jands fit into this cate�ar�t. This
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madiiier also apCiy fits the water re�ime that occurs in the hardwood swamps thae are present in parts
of Minnesota in hardwood swamps such as black ash s�vamps ancl in coniferous swamps suci� as
� �vhice cedar, tamar�ck. and black spruce swamps. This rnodifier al5o descrihes Type 2 wetlands as
�lescribed above and includes fens and sed�e/rush dominated wetlands.
Moditier��C�� . �
Seasonallv Floc�ded fSeasonal) �
Surface water is present for extended periads especially early in the�rowinn season but is absen[by
t[ie�end of the season in mosteyears. When surface water is absent, the water table is often near the
surface. Santos and Gauster (1,993, p�31) add that the water ta.ble, after flaodinD ceases, is very
variable,extendingfrom satiirate�l to a water table well below the surface.This accuracely describes
the situation that Frec�uenely occurs within rez�l canary,grass wetlan�is wliere the��e is saturacion co the
surface ar even several inches oi�inundation after snow melt. In most years, by the end of May,
surfacc;water is no longer evident in many of Chese basins.Durin�J une,the��vater table concinues to
recede until by Au;ust, the water lahle m�y be two or more feet belaw the surface. Many oi-these
areas are used for livestock pasturin�and for harvestin�meadow ha1�. Wetlands wiCh a"C"modifier
that consist predominantly of reed canary grass sha«id be c�tetr�rized as either Type 1 or Type 2
dependin; on rhe len�tl� oi' time that �vacer is present. Thisymodifier is th� most clifficult to
speci'ficaIly assign to a Type 1, TyPe 2 or Type 3 category as it c�uld apply to any of the three.
Modifier"D" �
Seasonal Wel1-Drained(No canlParable Cowardin cateaorvl
Santas and Gauster(1993,pg 31)describe this moditier as applyin�where surface water is present
for extended periods especially early in the gm�ving season. The water table, after flaodin�ccases
i'alls wel] below the ��-ound surface. This modifier would appear to apply to floodplains and
botlomland hardwo�d forests(Type 1L)as clescribed above.Moditiers"C"and`D"seem to overlap �
to a cercain e�tent and cauld also apply to reed canary grass wetlands as well.
Modifier"E"
Seasona] Saturated lNo camnarable Cowardin catevory)
Surfaee water is present for extended periods especially early in the b owin�season, and remains
saturated near the surface fo.r most of the �owing season (Santos and Gauster 1993, pg :i 1). This
modifier�vould ap�ear to apply to fens:sedae and rush meadows,some Type 6 shrub swamps,Type
7 Hard�vood S��amps aad Typ�b boas. Some i-eed canary;rass wetlands mi�ht fal] inco ehis catc;�?ory
but most seem to be dried out by early t� mid-sumrner. �
Modi�er"F'"
Se�nine►-iz�anentiv Flooded ('Semipermanentl
Surface water persists throtighout the�ro�c�v�a s�ason in m�st years. ti�lhen surface water is absent,
the water table is usually �tt ur very near the lancl surt�ace(C�wardin et al ]979, pa 22; Sancos and
Gauster 1993, p� 31). This moditier lpplies Co T��pe 3 cattail marshes and may also apply to same
harciwood sw�amps such as black ash, conifer b��Ts and Type 6 alder shrub swamps.
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Moditier`:G" �
Intermittentiv Exposed �
Surface�water is present llirouUhout the ear e Ice t in ears of extreme drouaht Co�varelin e �1
1979, p� 22; Santos �nd Gaustcr 1993,pa al).Type 4 etlands fall into this cate ory. t a
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Nlodifier"H" i
P�rmanentl�%Floocled LPermanenC) �
V1�ater covers the 11nci surface tl�roughoaL the year in all}�ears. Vetretation is composecl af ohli�lte
hydrophy�es(Co�x�ardin et al 1979,p� 22), j v �
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Int�rmi.ttentiv Flooded {�
The suhscrate is usual ly exposed, bu�surface«��ter is Present for vlriable J�eciods without detect�ble
seasanal periodicity. Vi�eeks, mont:hs, or��ears�may intervene between J�eriads of inunclation. The
dominanr Pl�tnt communities ma�+ehantre as s�il moisture conditions chan4�.ACCbrClillm i0 COwtardin
ecal (7 979,py 2?) "Som� areas eahibitina th�� re�im�do n��fall.��ithin �ur definilic�n c�f��+ellancl
because they do n�i l�ave hyc3�-ic soils or suppart�llydropl�ytes'- Some of the areas in agricliltur�l
felds that have been (loodecl dnrin� the spri�n� and earl.y summer oi'2003 an�l 2004; follo��in;
periods of intense and persistent rainfall, ma�{ �+el] f.�ill into this caCegory and may not in facC be
suhject to regulation as a wetland. �
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Arcificiallv Floocled lArtificial) �
The amount and duration �f floociin�,is cont�rolled h�F means c�f p«nzps or siphans in combination
«+ith dikes or dams.\��ater and waste�later Cr��atment facilities are includecl under this eaCe��ory.This
definition does not.appear to inclu�le stormwater}�onds.
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Modifier"Z" '
rntermitten�lv Exnosed/Permanent(No com�arable Cowardin cace��orv)
Exhibits features of both Uitermitternly Exnosed and Permanent���aterre�imes(San�os and Gauster
l 99�,p� 37). + .
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Modifier"W"
IntermittenCl>>Flooded/Ten�orarv(No comparable C���.��ardin cateaorv)
E�hibits features of both Interinittently Flo ded and Temporar}{waterr��imes(Santos and Gauster
7:993,P�32j.
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Modifier"1"'
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Saturated/Seminerrnanent/Seasonal (Na camnarahl�; C'o��ardin catea�rv)
Exhif�its features of the Saturated, Semipernlanent and Seasonal ��ater re�imes fSancas and Gauster
7 993; �g 32). v
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Modifier "U"
Unknown (No camparable Co�vardin cateaorv)
The water reQime is nor l:nown (Santos and Gauster 1993, pQ�2 j: .
Discussion
TyPe 1/IL � �
The description provided for Type 1 wedands and the reference to the absence of wetland veQetation
in basins that are only floaded very temporarily raises a regulatory question.One of the criteria for a
� jurisdictiona] w�etland is tl�e presence of hyd�•ophytic vegetation (1987 Manual pp 16 - 26). Type 1
wetlands often are faund in a�ricultural fields and often are deCermined to be jurisdictionll c�n�the
basis �f an aerial 35mm slide revie�j; the cJuality of the sIicles is poor under the very best af
circumseances..The determinatiun of reaulltur.y juris�Iiction is baseci on normal circurnstances or as
defned by the COE, being agriculturally crapped Sl out of l00 years (.i.e. by inference fackin�
sufficient hydrology-for either 5 or 12.5 percent of the growina season). � �
The Wetland Conservation Act(WCA)cletermines normalcy as aaricultural cropping i�arb out of 10
ycars (MnRules �420.0110, Subp 53; 8420.0122 Subp.7, A and �). Typically, norrnalcy on
agricultural lan�ls is deterrnined by the review of the af�rementionecl low qualiry 35mm aerial slides
and jud�ments are made as to whether an area is cropped or if the crops are subject to laycirolo�ical
stresses.The process is hiahly subjective and can be biased by excessive precipirtation that may acccir
early in the crop arowth cycle. �
Field examinati.on of these are�s may indicate the presence of smartweec] and some oi'the other
indicated species in seasonally abnormally we[ years �vhereas in normal years, hydraphytic
ve�etatian is absent. It is hiahly probable that the process of dzternunation of TS�pe l wetlatlds as
jur.isdictional in many cases is extend.intr beyond ltle]eaitimate definition ofType l wetlands and the
intent of the 1987 Manual. Does a Type 1 basin need ta be flooded for S percenr af the �rowin�
season (the lo���er definitional bound for jurisdictional hyclrology) or 12.i percerit (the «pper
definitionaI bound for jurisdict.ional hydrology) in order for hydrophytic ve�etacian to develop? In
practice, the St. Paul District of the Corps of En�ineers (COE) (also applied in practice under the
Wetl�nd Conservation Act) applies the 5 percent hydrologica] deiinition but if that is too shor�to
allow the clevelopment of hydroph}�tic ve�etation under normal conditians than the ahsence af
hyci.roptiytic veaetaci�n would make those Type .1 wetlands non jur.isdictional.
Type l L — bottomland hardwoods —poses an ec�ually difficult re�ulatory question. Tools Fc�r th.e
evaluation of h}rdralamy for non-croppecl areas are much more data intensive and are also suhject to
precipitltic�n event vat7aUility.IVIeasurement tools for the determination of precipitation normalcy are
a combination of evaluatina annual precipitation and comparis�n to a 30-year rollin�a<<era�e alon�
with e�:tensive near ;round surface early season.hydrological moni�oring. If the wlter leuels ar�
u�ithin 12"of the surface for less tlian�.�da}�s in the aeneral latitude of the T�vin Ci�ies(5 percent of
the �rOwina seasan�, chan the area is not wetland. If 4��ater levels are «�ithin 12" of the surface
bet�veen > p�rcent and 12.5 percent of the Qro�vinQ season (21 da}=s in the ?eneral latitude of rhe
Twin Giiies) accordiji�to the l 9S7 Manual(Table�pa. 36j,d�e.area may be«retland but usually is
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not. However, the stan�lard praccic� of the St. Paul COE is to declare any areas that exeeed the�
percent crit�ria to be judCed jurisdictional �wetl�ands. Areas �vith u�ater lcvels ti�•ithin ]2" of the
surface in excess of 12.� percent of the;rowina��season are ���etlands.
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No one has e��er undertaken a sc.ientific study°to��evaluate�he relationship between th�hydrola�,ical
requirements and fhe presence of��arious wetl�nd or non-�vetland plant speci.es.This is a critical,yct �
unans�vered question. Some studies have been��completed eaaminina sai] rynes and hydrolo�ical
responsive��ess t�ut the link between plants and]iydroloQy has yet to be made.Gi ven the annual cost
of jurisdictional decisions in terms of "lost land�' :opportunities;�perhaps such a stud�� would be
prudenL. � '
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The implications of re�ulatory misinterpretatit�n are enormous in tl�at it is likel�t thal hunciceds oi�
acres of Type 7 wetlands are avoided or mittQatecl ,for each year «7hen leaicimately these areas are
non jurisdiccional and could be developed. �j y
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Avoidance or impact and miti�ation can cost'cleve]Upers and ultimately; hamehuyers. millions of
clollars annually just in the developin` se��en-counry Metr�politan Area. AZiti�atin� a nan-
jurisdictioLlal Ty}�e l wetl�nd impact at a 2:1 ratio reduces the usable land b�se unnecessarily. For
ever��_50 acres of non-jur.isdictional in�pact; '1Q0 acres are remo��ed fram the ]and sup��ly. At an
aver.a�e cost of $lOQ,OQO per acre, the co�c to develo�er.s and u7timatelp to homeo�x�ners is
S�1 O,U00,000 in just one year for just�0 acres��
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Type 2/3 ;
. T��pe 3 �vetlands c�•eate rhe areatest cl.assifiaation ciifficulty from the perspecci��e of tle rriiiiinacrs
cjualii�ication. A T3�pe 3 u�etl�nd that is seasbnall�� flooded (C) is e}�picaTly charac�ecized bar reed
canary�rass whereas a TS�pe�i semi-permanentl��flooded wec.land is m�re likely charaet.crized hy a
Qro���th of cattails.The reed canai,y wetlands�re�eirerally dry b}�late sprina to early summer.}3y la�e .
summer, the water tables have receded to«Tell below the surface(> 1 S—�6"). In contrasC, Typc 3
caCtail wetlands still contain water above or very near Che surface durin�n�rn�al �*rowin�selsons.
The VJCA permi�s the use of�le»�i.nirl2ars�ill�na o�'T es ],2,6 and 7 wetlands. Clearl 1 it is nc��the
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intent of the �rCA to a11ow the ap,plication of the de mir2ir�zcrs criteria to fens since the WCA
s�ecifically address�s fens as a �Pecial cate�ory f�r protection. Therefpre, ll�e Type 2 desi�narioia
musi apply to the"C": rnodifier Type 3 wetland.Furl'her,Type� �vetlancls in exccss of 2.5 acres in
incorporate�l areas and in e�cess of']0 acre�s in unincorporated areas are protected under�he I�NR
protected ���aters siatute. In ehe DNR wet�and inuentory and classificacion process, the T��pe 3
wetlan�ls were cicarly dominate�l b?t cattails hence the inference that reed canar��arass wetlands v��ere
Ty�e 2.
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Type 7/Type 1L { .
Inconsistencies in Technical. descriptians reQarding t;he hydrolaRical re�ime of thesc two �fetland
types from a scienlific pers�eccive become+only a matter of discussion bztween scien�ists.Ho�ve��er,
wh�n�.vetland tyPes are appliecl from a reQulatory�ers�ecti�e,accurae)�in defini�i�n hecomes crucia]
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hecause certain ac�ivities may be permiued in one wetland type an�l pr�hibited in ana[her.At-present,
W�tland Types 1L aiid 7 are stlbject to the same �vetland re�ulatary reqiiirements and exceptions.
However, thac may not be al«�Zys the case ancl therel'ore it.is important lo nole the crucial yel subtle �
differences bet�veen the two types.
� Tlie majority of bottamland.floodplain for.ests in many years have water tables several teet beneath
� the soiI surface. The lan�uaDe "throughout the ;rowin� season"is quite specific in Circu.lar�9. A
carefu] c�nsideracion of the species described in the tistin� provided by Shaw and Fredine(1956)
inclicates chat Che habitat rec�uirements of the species listed include the rypical presence of a near �
surface hi�h water table whereas the descripta.on of a Type 1L forested wetland describes tl�e term
"bottomland hartlwoocl",a rather vague non-specii"ic term but treespecies generally inclucled in this
category are elm,cotconwood.,�r.een 1sh,and silver maple.Bottornland harclwoods do not inctude tf�e
species described as assaciated vc�ith hardwood swamps. �
'i'ype 7 wettands are persistently wet under all hut ihe driest conditians whereas Type 1/1 L wetla�ids
a�-e trenerally dry except under the wettest ot conditions. The distinction is si�nificant.
In general, the Board of Water and Soil Resources cross-reference classification (1�In Rules
8�20.0549 subp.2.) are generally accurate but the desi�nation of PEMC as a TS�e 3 wetland p�ses
some problems. Wher.e the Type 3 u�etlanci is comprised of cattails,a de nzirii�nus exemptian of 400
square feet applies but where the wetland is reed canary grass, also a Type 3 ilesi�nalion should
" [echnically apply based on the above discussion.The reed ca��ary grass wetlands do not fil well into
the"C" madifier cltegory nor do they fit into the`B": modifier either.
As a matt�r of standard practice,it would seem best to desi�nate reed canar�+trrass`,uetlands as Type
2 wetlands reaardless if th.e modif er is "B"of"C".The difference is important in tl�at a cle r�airaimers
_ exemption of anywhere fi•om 2000 squarefeet to 10,0U0 square feet might be appIicable.Also heina
accurate with re�ard to wetland type is important when desianation of theregulaCory wetland type is
done based on if the deepest part of the hasin or the dominant ve�etation is the wetlancl type that
determines allo4vable fill. This rec�uirem.ent often ovel•-regulates the reed canary arass Frin�e and ,
eliminates the possibility of applyin�the 2000to 10,000 square foot de rrai�airliirs in many cases«�h�re
a very small percentage of the overall basin is cattail bat because the deepest part of tlie basin criteria
is ap�lied, only 400 sc�uare feet of cle miri.irrc�is fil] may be used.
In beneral, while this may seem to he an arcane discussion, in reatity it is crucial in order for the
regulated communiry�o rightfully claim the wetland e�emptions that the law permits.Canverseiy,it
entirles the landowner ta ri�htfully clairn useable land for development purposes. A clear
underscanding and accurate interpretation af the class.i��ation system is necessary in orclr;r tc�r[I�e
e�emptions avlilable under the de nair7,ir�r.ars cate�ories to be approln-iakely appliecI.
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I,iterature Cited
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Cocvardin, L.M.; V. Carter, F.C. Golet. and R.T�LaRoe. 1979. Classifrca�i��T.of tiVeticrncls unc!
DeeP�vater I��rbii�rts of r/ze Unitetl Strites. U.S. Fisl� and VVildlife Ser��ice.F1��S/OBS-79/31.
I O�pp. i
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Environm�ntal Laboratory. 1987. 1987 U.S. Ar�n�= Co�J�s nf.Eaginenrs l�Vetl�c►ids Deline�cti�n.
rblcrraccnl. Technical Re�ort �'-57-1, U.S. Army;Enaineer Waterways Eiperiment S�ation.
Vicksbura; Mississippi. 100pp + a��p. � ; y
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A7innesata Board of Water and Soil Resources:2002.Boaa•�l of Wtrter aiitl Soil Resor.rrres
T��etl.tciicl Co�tseri��r�io�a Act Rcrles Chnpter�=��(�. Of-�ce c�f Re��iser of Statutes. St. Paul.
1Vlinnesoea. 1.51pp. �
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Sant�s, K.M. and Joan E. Gauster. 199�. I.Iser's Grri�l� to Ncrr.ionrrl l��etl�uzd.s Ini=ento�;y Nlcrps
(Re�io�7.i) rnul, to "Classi�errlio�z of G�Veticmcl.c�cuul Deema�nterFlahi�'��ts of flie Urairi�ed Sttttes".
U.S. Fish ancl VVildl.ife Service National V4Tetlands Tnventory Region 3_ Bloomin��on;Minnes�ta.
��AP� . ;
Shaw, S.P. an�3 C. G. Fi:edine. 1956. �4�etland of tFie Cl�aited St�ctes. U.S.Fisl� and Wildl.il:e
Service. Circular 39. 6Zpp. � . _
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To: Melanie Curtis ;
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From: Wllie Gibbs, ISTS Manager i
Date: October 10,2007 �
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Re: Septic sites 1860 and 1880 Fox ,�� ; / ����
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I have reviewed the septic designs for 1860�and 1880 Fox Street from Rusty Oison and
found both designs to be adequate and meeting city code. If there are any further questions
concerning this system design please feel free to contact me.
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Date Application Received: 06-20-07 �
Date Application Considered as Complete: 06-20-07 ;'
60-Day Review Period Expires: 08-20-07 �
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To: Chair Kempf, Planning Commis�sion Members
Ron Moorse, City Administrato i �
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From: Melanie Curtis, City Planner - �
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Date: July 9, 2007
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Subject: 07-3301, Mark Gronberg on behalf of the William L. Waldron Estate,
�1860 & 1880 Fox Street I�
� ✓ Sketch Plan Review—Re-Plat vs. Lot Line Rearrangement
II
Zoning District: RR— 1B, One Family 1Zura1 Residential District (2 acre/200' width)
Existing Lot Areas: 16.Of acres dry � _
7.2f acres wetland �
23.2t Acres Total i
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Application Summary: This is a sketch plan application for a 23� acre parcel proposed to be
divided into two single-family residential lo�s—essentially a lot line rearrangement resulting in
no new buildable sites.
Staff Recommendation: While no formal action is required, this memo will serve as a
foundation for the Planning Commission's discussion with the applicant to bring to light
potential issues for discussion and issues to be addressed when the formal Plat application is
submitted. . i� �
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List of Exhibits
Exhibit A - Application
Exhibit B- Survey Preliminary Plat & Proposed Lot Layout
Exhibit C- City Engineer Comments dated July 3, 2007
Exhibit D - Aerial Photos
Exhibit E- Comprehensive Trail System Plan Excerpt
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SKETCH PLAN REVIEW �
Conformity with 2000-2020 Orono Community Management Plan
The proposed lot line rearrangement is i�n conformity with the guiding of this area for single
family rural residential development at a density of 1 unit per 2 acres. The proposed development
generally conforms to the 2.0 acre dry-buildable, 200' width standards of the RR-1B Zoning
District. Primary and alternate septic locations for each lot will be required; however septic
reports have not been submitted. '
Relationship to Surrounding Development
The proposed single-family development with 2-plus acre lot sizes is consistent with e,cisting
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07-3257
• 10 January 2007
Page 2 of 4
development in the surrounding neighborhood. Developed single family lots surround this site.
The surrounding single family lots vary between 2-acre lots to the north, and a few 7+ acre lots
bordering on the east, south and west.
Conformity with Zoning District Lot Requirements .
The property is in the RR — 1B, One Family Rural Residential District, which allows for single � .
family residential uses with a minimum lot size of two dry buildable acres. Under a standard
subdivision process, each proposed lot would have to contain the minimum of 2.0 acres of dry
buildable land. The current survey depicts 2 lots with a conforming density of one lot per two dry
acres; no new lots are proposed. � .
General Site Characteristics
The site includes large wetlands, ponds and generally rolling topography. Along both Brown
Road and Fox Street the views into the property are of the large open, wetland area. The home
sites are located over 500' from each roadway.
Lot Layout and Lot Standards �
The property currently is two, l lf acre properties containing one home each. According to the
RR-1B Zoning District standards all of the lots must contain 2.0 dry acres and meet a 200' width
requirement at the road frontage as well as at the 50' principal building setback. The City's
septic inspector has not been given the opportunity to review or comment on any specific designs
The lots lay out as follows: '
Proposed Lot 1: The lot line rearrangement will result in a 740' frontage on Brown Road
and no frontage on Fox Street. There are currently two driveways serving
the property; one to Brown Road and another to Fox Street. The Fox Street
access is via a shared driveway easement through proposed Lot 2. This
existing driveway also serves the property at 1840 Fox Street. The
existing home site on this lot is located approximately 700' from Brown
Road with the existing septic area located between Brown Road and the
home. �
The existing home will be conforming with respect to lot line setbacks with
the new configuration. -
Proposed Lot 2: Currently the home on 1860 Fox Street is located less than 10' from the
side lot line; with the proposed configuration the home will become
conforming having a�65' setback from the side lot line. There will also be
alternate potential home site located to the north east of the existing home.
The new lot configuration would result in t680' frontage along Fox Street
and no frontage along Brown Road.
In general, it appears that the lots are acceptable. Once the septic designs have been conducted
and identified, it will be clearer whether the proposed dividing line will need to be adjusted and
home sites moved. Septic reports must be conducted to confirm suitable sites.
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07-3257 �
10 January 2007
Page 3 of 4
�Road Layout and Standards �
The applicant is proposing to maintain both accesses to Lot 1; one off of Fox Street in order to
maintain a Fox Street address and the other off of Brown Road. Staff questions whether it is
appropriate to allow the Fox Street access arid address for proposed Lot 1 as it will have no
frontage on this roadway. 1840 Fox Street accesses over 1860 Fox Street (proposed Lot 2) via
the existing shared driveway with an existirig easement. � There are other similar situations
within the City; however staff�would view this as a potential opportunity to, resolve an
inconsistency. ° � .
� Staff discussed the potential address conflictiwith the Police Department and they indicated that
there are many residences within their serv;ice area in similar circumstances and they have a
notification within their CAD mapping' system to alert emergency personnel to the
access/address conflict.
Park/Trait Easement/Fees or Dedication Needed
The CMP indicates that future trails are proposed along both Brown Road and Fox Street.
Planning Commission may wish to� address whether dedication trail easements should be
required. The City has not determined on which side of the roads trails might be developed. A
10' wide trail easement along both frontages, in the same location as 10' wide drainage and
;
utility easements that should be granted will be appropriate and won't impact use of the property. .
Staff will recommend that as there are no.�new buildable lots being created the standard 8% Park
Dedication Fee should not apply.
Road Improvements and/or Easements�Needed
Currently, the applicant is proposing to� maintain the existing shared driveway for the three
homes being served. Staff would suggest that this private driveway be platted as an outlot. In
which case, the City will require a Road� Drainage and Utilities Easement over the private road,
platted as an outlot. The City would require standard perimeter, drainage and utility easements
around all property boundaries in the plat as well as Conservation and Flowage Easements over
the delineated wetlands. Establishment of wetland buffers and buffer setbacks will likely be
triggered for the lots containing wetlands.
Stormwater and Drainage Improvem,ents
As no new lots are being created, the property should not be subject to the Stormwater and
Drainage Trunk Fee. �
Utility Locations and Availability
The property would be served by septic systems and private wells. All septic systems must be
located 20' from all property boundaries, 20' from structures, and 75' from the delineated edge
of wetlands. Private wells shall be setback 3' from structures and 50' from septic systems.
Wetlands on Site and/or Impacted,
According to Minnehaha Creek Watershed District (MCWD) maps there are four wetlands on
the properties. As the wetlands have not been delineated; the appropriate buffer widths and
setbacks have not been indicated on the survey. According to the MCWD maps the management
classification of the wetlands are the two highest protection quality. Please refer to Exhibit E for
a map showing wetland classification and buffer width requirements.. As mentioned earlier in
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� 07-3257
10 January 2007
• Page 4 of 4
this report, the City will require a Flowage and Conservation Easement over all wetlands
designated on the site. The applicant is advised to avoid any impacts to wetlands which can be
avoided by proper site layout. The MCWD is the City's LGU for administration of the Wetland
Conservation Act rules.
Woodland Impacts & Conservation Design • , �
This project is not for the creation of new building sites. Therefore the project may not fall
under the scope of the City's Comprehensive Plan Amendment regarding Coriservation Design.
Issues for Discussion � �
1. The applicant's proposal to maintain Fox Street addresses for both properties does not
necessarily result in consistent addressing. While the existing "through" driveway may need .
to be maintained for emergency access purposes; staff does not necessarily feel that a Fox
Street address without frontage on Fox Street is the ideal result. :
2. Considering the existing shared driveway situation off of Fox Street, does the Planning
Commission feel that the driveway should be platted as an outlot?
3. Considering all of the issues; should this subdivision be done as a lot line rearrangement or as
a re-plat?
4. Is there any reason this proposal should be subject to the Conservation Design Master
Planning process? � • ' .
5. Does Planning Commission have any other specific concerns about development of this
property? �
Summary �
The goal of this review is to provide the developer with an overview of the pertinent City
ordinances and how they affect the proposed plat, and to discuss the strengths and weaknesses of
the proposal. The above memo reveals a number of issues with the lot line rearrangement and
should provide direction to the applicant regarding the subdivision. During the sketch plan
review, the developer should advise whether any of the issues noted present particular problems,
so that those issues can be discussed and the potential for approval or denial of variances to code
standards can be addressed by the Planning Commission. Planning Commission should review
each topic and identify any issues to which the developer should pay special attention. Staff
would recommend that the property be re-platted as there are a number of issues which a lot line
rearrangement will not adequately deal with.
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CITY OF ORONO ZONING FILE 07-3301
2750 Kelley Parkway
PO Box 66 NOTICE OF PLANNING COMMISSION ACTION
Crystal Bay, MN 55323 I
952.249.4600 DATE OF NOTICE: July 23, 2007
'�
TO: Mark Gronberg � COPIES: E. Joseph LaFave
475 N. Willow Drive c/o Best & Flanagan
Long Lake, MN 55356 225 South 6'h St#4000
Minneapolis, MN 55402 �
TYPE OF REQUEST: Sketch PIan/Subdivision
DATE OF MEETING: July 16, 2007''
Planning Commission recommended as`r ollows:
✓ A re-plat is favorable to a lot line rea�rangement;
✓ Dedication of rights-of-way along Fox Street and Brown Road;
✓ Dedication of drainage and utility easements along perimeters;
✓ Dedication of trail easements;
✓ Wetland delineations are required, as well as easements over wetlands and
buffer areas,
� � ✓ Analysis of sewage treatment sites required; and
✓ Vacation of the sewer line easement�by the.Met Council.
If you desire certified copies of the official Planning Commission minutes, they are
available from the City Recorder after review�and approval by the Planning Commission.
If you have questions, please call City Planner, Melanie Curtis at 952.249.4627.
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July 2007 PC meeting ;
7. #07-3301 WALDRON ESTATE, 1860/1880 FOX STREET,SUBDIVISION: SKETCH PLAN,
LOT:LINE REARRANGEMENT �I
Stacy Waldron Eastman,Applicant,and Robert Hartfield, Coldwell Bank,were present.
�,
Curtis stated this is a sketch plan application for a 23 plus acre parcel proposed to be divided into two single-
. family residential lots and essentially is a lot line reairangement resulting in no new buildable sites. Curtis
stated in general it appears that the lots as proposed are acceptable in relation to the City's Code. Primary and
alternate septic locations for each lot will be required as well as a wetland delineation report.
Curtis stated while no formal action is required by thi Planning Commission on this application,the Planner's
Report will serve as a foundation for the Planning Commission's discussion with the applicant to bring to
light potential issues for discussion and issues to be addressed when the formal plat application is submitted.
�
Plannmg Sta.ff recommends that the property be re-platted as there are a number of issues which a lot line
rearrangement will not adequately deal with.
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HarLfield stated the purpose for changing the lot lines is to allow for better use of the building site on what is
called Lot 2. Hartfield stated as the lots sit currently;the building site for Lot 1 will only accommodate a long
narrow building and they are requesting a lot line rea'rrangement to allow for better development of this
parceL ;�
Kroeger inquired whether the existing house would b'e demolished.
Harifield stated it would be: H�eld noted the lot i�s its own tax parcel,and in the event a buyer can be
found for the lot,the demohtion of the house would�ot be required as a condition of the purchase.
Kempf inquired whether the applicant has any objection to a replat of the parcel since it would resolve a few
more of the issues. �
Hartfield stated their surveyor did indicate essentially that same thing. H�eld noted there is a sanitary
sewer easement that would be eliminated with the changing of the lot line.
,
Curtis stated to her understanding the easement can b�e vacated.
Gaffron stated to his understanding it is an easement granted to the Metropolita.n Council and there would
have to be an extinguishment of the easement by the�etropolitan Council. Gaffron stated he does not feel it .
would be an issue.
:�
Curtis stated the existing property boundary goes to the center line of both Brown and Fox Street, and with
the replatting, a 33-foot right-of-way would be dedicated to the city and the legal descriptions would be
shortened. i�
H�eld pointed out the access point on Brown Road and the access point on Fox Street for the proposed
lots,and noted that both lots could be accessed off of Fox Street.
Berg questioned whether it would be better to have one access point off of Brown and one access point off of
Fox:
Kempf stated he would like to see the removal of the pavement between the two lots and to have the access
off of Brown Road. Kempf stated the driveway off of Brown Road currently is a secondary access road and
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that if it became the driveway for the northern most residence,the road would need to be widened and be
blacktopped. Kempf stated the best option is to have the access off of Fox Street. `
Berg inquired whether Kempf is recommending that an outlot be created.
Kempf sta.ted he is. Kempf inquired where the outlot would stop.
Gaffron stated the outlot could stop at the lot line and that the driveway could potentially service three homes.
The driveway that serves the existing farmhouse could remain or be relocated with the outlot. Gaffron noted
there is quite a distance that would need to be traversed in order to gain access to the northern lot.
Curtis noted the City Engineer recommended the gravel road be maintained as a secondary access. •
Gaffron stated if an outlot is created up to the new proposed center line,there would be a triangle of land on
the lower left of the plan that would become orphaned, Gaffron stated some type of arrangement would need
to be arrived at to keep that triangle portion together with the rest of the lot.
Kempf inquired whether the outlot could stop short of the dividing property line.
Gaffron questioned why an outlot would then be created.
Hartfield stated 1880 has an easement.
Winer inquired whether the City allows only one access per lot and whether there will only be two lots.
Harlfield stated in his opinion there is only enough land for two lots and that there is a fair amount of
' wetlands. �
Curtis stated there would be issues with square footage,building area and septic sites due to the amount of
wetlands on the site if there were more than two lots.
Kroeger stated the third item raised by Planning Staff is whether this should be done as a lot rearrangement or
as a re-plat,which the applicant has indicated he is okay with doing a re-platting. Kroeger questioned ,
whether there should be a Conservation Design Master Planning process followed for this subdivision.
Kempf commented he does not see any impacts that would need to be addressed with a conservation plan.
Winer stated in her view the Conservation Design could be addressed at the time the lots are being
constructed upon.
Kroeger inquired whether there were any public comments regarding this matter.
There were no public comments regarding this application.
Kempf noted there would need to be an easement granted down both Brown Road and Fox Street for a
possible trail as well as utilities.
The Planning Commission took no formal action on this application.
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RUN DATE: 8/20/2007 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIST) PAGE: 1
38 03-117-23 13 0003 38 03-117-23 14 0001 �i� , 38 03-11743 24 0011
LONGRIDGE ASSOCIATES LONGRIDGE ASSOCIATES C S WILSON&S D WII,SON
1
38 ADDRESS UNASSIGNED 38 ADDRESS UNASSIGNED 325 BROWN RD S �
LONGRIDGE ASSOCIATES LONGRIDGE ASSOC[ATES C STEVEN&SUSAN D WILSON
P 0 BOX 5628 P O BOX 5628 � • 325 BROWN RD S
MPLS MN 55440-5628 MPLS MN 55440-5628 ' LONG LAKE MN 55356
.
38 03=117-23 31 0001 38 03-117-23 31 0002 8 -
3 03 I 17-23 31 0003
IVANETTE E SMITH BEVERLY SMITH SILBERtMANN P J&T A HILL
445 BROWN RD S 465 BROWN RD S ( 585 BROWN RD S
IVANETI'E E SMITH BEVERLY SILBERMANN! PETER J&THEIA A HILL
C/O ERIC SILBERMANN 465 BROWN RD S 585 BROWN RD S •
35405 DOLPHIN ST NW WAYZATA MN 55391 � • LONG LAKE MN 55356
PRINCETON MN 55371 •
38 03-117-23 31 0004 38 03-117-23 34 0013 38 03-117-23 34 0014
CHRISTOPHER C MCGRANN ET AL . K M KRUEGER&P K KRUEGER TR J L NORRIS&C T MORRISON
2120 FOX ST 2090 WEBBER HILLS RDJ� 2080 WEBBER H[LLS RD
CHRISTOPHER&SHARON MCGRANN KEVIN M KRUEGER ,I JONATHAN L NORRIS
2120 FOX ST 2090 WEBBER HILLS RD CATHERINE T MORRISON •
LONG LAKE MN 55356 WAYZATA MN 55391 ' 2080 WEBBER HILLS RD
� WAYZATA MN 55391
i
38 03-117-23 34 0015 38 03-1]7-23 41 0003 38 03-117-23 41 0005
i
K R&S IGNATIUS CRAIGBANK ASSOCIATES LONGRIDGE ASSOC
2060 WEBBER HILLS RD 1700 FOX ST '� 38 ADDRESS UNASSIGNED
KERRY R IGNATIUS CRAIGBANK ASSOCIATES LONGRIDGE ASSOC
2060 WEBBER HILLS RD PO BOX 9300 DEPT 28 C/O ROBERT J THEILER
WAYZATA MN 55391 MPLS MN 55440 P O BOX 5628
MPLS MN 55440-5628
38 03-117-23 42 0002 38 03-117-23 42 0007 i 38 03-117-23 42 0008
E]OSEPH LAFAVE TRUSTEE E JOSEPH LAFAVE TRUSTEE J B MASSOPUST/L F MASSOPUST
I880 FOX ST 1860 FOX ST � • 1840 FOX ST
E JOSEPH LAFAVE ' E JOSEPH LAFAVE JOHN B&LINDA F MASSOPUST
225 6TH ST S SUI1'E 4000 225 6T'H ST S SUI7'E 4000 . 500 WASHINGTON AVE S#400
MINNEAPOLIS MN 55402 MINNEAPOLIS MN 59402 MINNEAPOLIS MN 55415
� I
38 03-117-23 42 0009 • 38 03-117 23 42 0010 � 38 03-117-23 42 0011
W DUNCAN MACMILLAN TRUSTEE K RASMUSSEN&K RASMUSSEN E W BREHM fIl&K H BREHM
1820 FOX ST 420 BROWN RD S �� , 430 BROWN RD S
W DUNCAN MACMILLAN KARL&KACEY RASMUSSEN KRISTEN&EDWARD W BREHM
; 1820 FOX ST 420 BROWN RD S � 430 BROWN RD S
WAYZATA MN 55391 LONG LAKE MN 55356 WAYZATA MN 55391
38 03-117-23 42 0012 38 03-117-23 42 0013 38 03-117-23 42 0014
J K MOYER&M MOYER ' JOHN B&LINDA F MASSOPUST JOHN B&LINDA F MASSOPUST
440 BROWN RD S 38 ADDRESS UNASSIGNED 38 ADDRESS UNASSIGNED
,�
J KEITH/MARILYN MOYER JOHN B&LINDA F MASSOPUST JOHN B&LINDA F MASSOPUST ,
440 BROWN RD S 500 WASHINGTON AVE SO 500 WASHINGTON AVE S
WAYZATA MN 55391 SUI1'E 4000 �� SUITE 4000
MINNEAPOLIS MN �55415 MINNEAPOLIS MN 55415
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RUN DATE: 8/20/2007 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIST) PAGE: 2
38 03-117-23 43 0001 38 03-117-23 43 0002 38 03-117-23 43 0003
HASHEM ABUKHADRA TRUSTEE J WAGSTROM ASHDOWN WATSON B G RAE III&M B RAE
38 ADDRESS UNASS[GNED 1925 FOX ST 680 BROWN RD S
HASHEM ABUKHADRA J WAGSTROM ASHDOWN WATSON MARYB&BENJAMIN RAE]II
1745 FOX ST 1925 FOX ST 680 BROWN RD S
WAYZATA MN 55391 � WAYZATA MN 55391 WAYZATA MN 55391
I CERTIFY THAT THE FACTS REPRESENTED ARE AN RATE AND'IRUE REPRESENTATION OF INFORMATION
AS IT APPEARS THIS D TE ON THE REC� F� HEN P�NTY TAXPAYER SERVICES DEPARTMENT.
DATE: g 2�?- i' BY: � r C' . -.
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, j FILE#07-3322
10 October 2007
Page 1 of 4
Date Application Received: 09/19/07 i�
Date Application Considered as Complete: 09/19/07
60-Day Review Period Expires: 11/19/07
To: Chair Kempf and Planning Commission Members
Ron Moorse, City Administrator
From: Melanie Curtis, Planning &�Zoning Coordinator �v
pate: 10 October 2007
Subject: 07-3322, Robert & Jordana Williams, 845 Willow Drive S,
Variance 7
Public Hearing
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Zoning District: RR-1 B, One Family Rural Residential, 2-acres/200' width
Lot Area: 18.79 acres gross�(782,499 s.f.) � � �
Lot Width: �180' iI �
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Application Summary: The applicant is requesting variances from the required 50'
wetland buffer and 20' buffer setback� as well as the front yard setback in order to
construct a detached workshop buildin,g and a connection between the existing garage
and the house. i( � �
Staff Recommendation: Plannirig Staff recommends approval of the setback variances
as requested in accordance with any forthcoming comments from John Smyth. Prior to �
City Council review the applicants should comply with the City Engineer's requirements
attached as Exhibit F. Additionally, staff recommends that the two lots be combined
rior to the issuance of an buildin e�rmits.
Pertinent Zoning Ordinance Sections
Sec. 78-420. Area, height, lot width and yard requirements.
Sec. 78-1435. Location.
Sec. 78-1436. Setbacks. �
Sec. 78-1605. Wetland buffer areas.
Sec. 78-9608. Standards. �
List of Exhibits I
Exhibit A - Application �
Exhibit 8 - Hardship Documentation Form
Exhibit C- Existing & Proposed S,urvey/Site Plan
Exhibit D- Proposed Plans and Elevations
Exhibit E- Submitted Hardcover Calculations
Exhibit F- City Engineer Memo �
Exhibit G- Aerial Photos
Exhibit H- Wetland Delineation Report
Exhibit I- Property Owners List�
Exhibit J- Plat Map
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FILE#07-3322
10 October 2007 �
Page 2 of 4
Background
The subject property is a sliver of dry land located adjacent the North basin of French
Lake which is a large wetland body. This area is included in the Shoreland Overlay
District and subject to hardcover restrictions. There is no lake setback impacting the
property; the "Preserve" wetland classification will require a 50' buffer and 20' buffer
setback from the wetland boundary. �
Currently there is a home, detached garage and two sheds on the property. The
property owners would like to remove one of the existing sheds (located within the
wetland. boundary) and construct a new 30' x 30' detached workshop building. . A
proposal to construct a two-story connection between the existing house and detached
garage is also included. Wetland buffer setbacks and front yard setbacks overlap •
requiring a variance for any improvement of this property.
------------------------------------------------------------------------------------
LOT ANALYSIS WORSHEET
Lot Area/Width:
RR-1 B Lot Area Lot Width
Re uired 87,120 s.f. 2 acres 200'
Actual 785,929 s.f. 18 acre 180'
Setbacks: � �
RR-1 B Re uired Existing Pro osed
Front 50' 44.5' house 44.5' new sho
Rear 50' +1000' +1000'
Side 30' 70' (existing shed) 130' new shop
Shed ro osed to remain
Side 30' 115' house No chan e
Shed#1 -within the
wetland; New workshop 10'from wetland
Wetland 70' (50'buffer&20' Shed#2 -25'from edge edge; - •
buffer setback) of wetland; (Shed#1 to be removed)
House—37';
Gara e-34'
Structural Coveraqe:
Structural coverage limitation is not applicable as the property exceeds 2 acres.
Hardcover Calculations:
Hardcover Total Area in Allowed Existing Proposed
Zone Zone . Hardcover Hardcover Hardcover
500— 1000 785,929 s.f. 275,075 s.f. 3,752 s.f.* 4,713 s.f.
(35%) (0.47%) (0.59%)
*After exclusion of fabric or plastic-lined landscape beds
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' FILE#07-3322
10 October 2007
Page 3 of 4
Front Yard Setback Variance
The property consists of a small sliver of land between Willow Drive South and the
wetland; approximately 140' at the widest place. The applicants are proposing to
construct a 900 s.f. work shop at 44.5' where a 50' setback is required; no closer to the
front property line than the existing house�
Wetland Buffer& Buffer Setback Variance
The property is subject to a 50' wetland buffer and 20' structural setback from the buffer.
When viewed in conjunction with the req�uired 50' front yard setback this property would
not be buildable.
Hardship Statement -
Applicant has completed the Hardship Documentation Form attached as Exhibit B, and
should be asked for additional testimony regarding the application.
Hardship Analysis ,'�
In considering applications for var�ance, the Plamm�g Commission shall consider the effect of f/�e
proposed variance upon the health, safety and welfare of the community, exisfing and anficipated
traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of
properfy in fhe surrounding area. The Planning Commission shall consider recommending approval
for variances from the literal provisions�of the Zoning Code in instances where their strict
enforcement would cause undue hardship because of circumstances unique to the individual
property under consideration, and shall recommend.approva/ only when it is demonstrated that
such actions will be in keeping with the spi�'t and intent of the Orono Zoning Code.
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The applicants have expressed a desire to improve their property yet maintain the
character of the existing site as well as respect the sensitive nature of the location. This
is a very challenging property to devel�op. The overlap of the wetland buffer and the front
setback eliminate any buildable area.'�The proposed workshop impacts a potential septic
site and the applicants have been directed to connect to City sewer which is available in
Willow Drive. ;
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The plans for the proposed workshop show a 10' wide overhead door. If the intent for
this door is to allow for a vehicle to enter the shop a driveway should be shown on the
plans for hardcover accounting purposes. Reducing the proposed door to 8' or less will
waive this requirement. Note that d'ue to the large lot size, hardcover is not an issue.
However, the property is only allowed one access driveway so a second one to serve
the workshop would not be allowed.
As a portion of this project requires a variance from the wetland buffer and setback, this
project will undoubtedly trigger the application of the wetlands protection ordinance. The
property owners wish to maintain and enhance the natural resources on their site and
staff has discussed with them the City's wetland buffer requirements. John Smyth, the
City's wetland consultant, has not had an opportunity to comment on the applicants'
proposal. Staff recommends the applicants be subject to Smyth's recommendations
which may or may not include an+element of buffer averaging. A buffer easement and
conservation agreement will be required prior to issuance of building permits.
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� FILE#07-3322
10 October 2007
Page 4 of 4
Issues for Consideration
1. Does the PC feel that the 2"d shed existing on the property should be removed as
a condition of any approvals?
2. Although the property falls well beneath the permitted hardcover levels, should
the overhead doors on the work shop should be reduced to less than 8' in width
so that a driveway/additional hardcover is not required.
3. Are there any other issues or concerns with this application?
Staff Recommendation
Planning Staff recommends approval of the setback variances as requested in
accordance with any forthcoming comments from John Smyth. Prior to City Council
review the applicants should comply with the City Engineer's requirements attached as
Exhibit F. Additionally, staff recommends that the property, which is technically two
separate lots, be combined prior to the issuance of any building permits.
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Ci of�Orono ��
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Variance A lication
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StreetAddress: Application# ('»-332Z
�0.� 2750 Kelley Parkway ' Date Received: G•19-
O O Orono, MN 55356 Amount Paid: lQOC�•b0
• Staff:
Main: 952-249-4600 � Fee: $600
� h fax: 952-249-4616 Mailing Address: Renewal:$300 �
G~ P.O. Box 66 � After-the-fact: $1.200 Double Fee
t`q1fE$Hp4�' Crystal Bay, MN 55323-0066
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This application form must be completed in full. Applicant will be notified within 15 days as to the status of
the application. Incomplete applications will not be placed on Planning Commission Agendas.
PRO.PERTY INFORMATION: '�
Site Address: 845 Willow Drive South. Orono, MN 55391
Property Identification Number(PIN): 10-117-23-22-002
(Attach legal description to application if not included on the survey.)
Date Property Acquired (month/year): 08/2007 []�Yes, I own the adjacent pa Is.
Present use of property: [] Residential [] Other
Zoning District: RR-1 B �
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APPLICANT INFORMATION: (Complete legal names and marital status required for each interested party)
Name: Robert and Jordanna Williams �I
Phone (home): 952-476-5298 'I Phone (work): 954-770-0009 or 954-707-1137
Complete Address: 845 Willow Drive South. Orono. MN. 55391
Email: jordannakwilliamsCa�,�yahoo.com or roblwmsCa��jrahoo.com Fax:
Marital Status: Married to one another ;
OWNER INFORMATION: (Complete legal names and m�arital status required for each interested party) Name:
Name: Robert and Jordanna Williams '�
Phone (home): 952-476-5288 � Phone (work): 954-770-0009 or 954-707-1137
Complete Address: 845 Willow Drive South, Orono:l MN. 55391 �
Email: iordannakwilliamsC�yahoo.com or roblwms�a yahoo.com Fax:
Marital Status: Married to one another
DESCRIPTION OF REQUEST: Estimated Project Cost: $110,000-125,000 USD
Describe the request in detail (attach additional sheets if necessary): Repuest one: setback and hardcover
variances to permit new construction of a 30'x30' accessory building with storaqe loft to replace existing derelict
accessory building located within wetland delineation zone and approval to remove said derelict accessory buildinq
from property. The site location for the proposed accessory building is 44.5'feet from the property line where a 50'
setback is required and 10' feet setback from the wetland delineation mark where 50' feet setback is required. Request
finro: setback and hardcover variances to permit remodelinq of existing dining room, attached screen porch, and
kitchen for mold and structural water damage abatement in walls, ceiling, floorina due to improperly constructed roof.
The site location for the proposed remodeling work to.take place within exact footprint of existing dining room, porch.
and kitchen areas, which are 37' feet setback from the wetlands delineation mark where 50' feet setback is required.
The elevation of the proposed remodelinq request of dininq room and porch/family room is 22.25' in height where a 30'
height restriction exists. The elevation of the proposed remodelinq request of kitchen area is 11.5' in heiqht where a
30' hei4ht restriction exists. Request three: setback'and hardcover variances to permit addition of third bedroom with
two dormer windows above proposed remodeled dining room area: the floor line and roof line will match that of an
aYictinn�carnn�l ctnrv harirnnm �� 7.r,' rnnf lina wha'ra a Rfl' hainht ractrir.tinn aYictc
Continued: The site location for the proposed bedroom addition work to take place within exact footprint of existingT
dininq room area. which is 49' feet setback from the wetlands delineation mark where 50'feet setback is required
Request four: setback and hardcover variances to permit new construction of a mudroom to join existinc1,qaraqe to
existina home. The site location for the proposed mudroom construction is 69'feet from the property line where a 50'
setback is required and 46' feet setback from the wetland delineation mark where 50' feet setback is required Request
five: setback and hardcover variances to permit 6' addition to extend existing aara4e from 24'x 22' to 24' x 28' The site
location for the existing qarage is currently 75'feet from the property line where a 50' setback is reauired while the
�roposed extension is 69'from the property line where a 50' setback is required� the wetland setback is unchanged
and is 34' feet setback from the wetland delineation mark where 50'feet setback is required
REQUIRED SUBMITTALS: .
All of the following information must be submitted by the application deadline date in order for your application to be
processed.
o Pre-Application Meeting Form, completed by a City Planner. .
o Completed Application Form �
o Completed Hardship Documentation Form �
o Certified Properfy Owners List- owners within 150' of the subject property, labels and plat map. List, labels and
map may be obtained from Hennepin County Department of Finance, Government Center, A-603 300 South 6"�
Street, Minneapolis, telephone 612-348-5910
o Original Certificate of Survey (signed by a licensed surveyor), meeting all the requirements listed within this
packet, including hardcover calculations. Two original (scaled)versions and provide one copy 8.5"x 11" or 11"
x 17"for reproduction.
o Completed hardcover calculation worksheets (as provided within the variance packet).
o Topographic survey - including existing and proposed elevations, and proposed grading and drainage. *For
lakeshore properties the contours should be shown extending 50' into the adjacent properties. Provide one
copy 8.5"x '11" or 11"x 17"for reproduction.
o Sketches or plans of floor and elevation views (two scaled and one copy 8.5"x 11" or 11"x 17"). * For"rebuild"
or"remodel" projects the applicant should provide an additional elevation plan illustrating the proposed
addition/new home envelope overlapping the existing.Additionally, all setbacks should be shown three-
dimensionally on the elevation drawings. *see staff for more information.
o For rebuild and remodel projects a neighborhood perspective elevation view may be required. *see staff for
more information on this requirement.
o Additional items may be requested by City Staff depending or� the scope of the project. * �
APPUCANT'S ACKNOWLEDGEMENT:
The applicant hereby agrees to provide all information required or requested by the Planning Department, agrees to
pay additional fees (staff time not covered in the original fee payment) and/or consultant expenses incurred in review
of this application and certifies that the information supplied is true and correct to the best of his/her knowledge. The
applicant recognizes that he/she is solely responsible for submitting a complete application bein� aware that
upon failure to do so, the staff has no alternative:but to reject it until it is complete or to recommend the
request for denial of the re est regardless of its potential merit.
Applicant's Signature: Date: �1���2av?
Applicant's Signature: Date: �1 u�(�c�--
OWNER'S ACKNOWLED MENT:
The owner hereby acknowledges and agrees to this application and further authorizes reasonable entry onto the
property by City Staff, consultants, agents, Commission & Council Members for purposes of investigation an'd
verification of this request.
Applicant's Signature: Date: �� ?�r2-c�?
Applicant's Signature: Date: �i(2d (-Z�o�.
Applicant must have all su 'mittals into the City offices 25 days before the Planning Commission Meeting. Planning
Commission Meetings are normally held on the third Monday of each month. Applicants must be present at all
scheduled review meetings of the Planning Commission and Council. If an applica ' I d
scheduled meeting, please make arrangements to have an authorized representative a i ac f t ap ' nt
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HARDSHIP DOCUMENTATION FORM
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This form is a required submittal for ALL variance applications.An application will not be considered
complete or placed on any meeting agendas until this f�rm is complete and submitted to the City.
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Minnesota State Statutes Section�394.27, Subdivision 7 requires that a hardship be demonstrated in order for a
variance to be granted. The hardship must be unique to the property as variances run with the land and not the land
owner. Personal and economic situations are not considered valid hardships. In order for an application to be heard by
the Planning Commission and City Council a hardship having merit must be demonstrated.
HOW DO I PROVE A HARDSHIP?
This form has 12 points outlining the basis City staff uses to determine if a hardship exists and how the variance will
affect the surrounding community. To prove a hardship, address all the relevant points listed below and answer them
as clearly as possible.
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Since you are requesting the code exception, you have�the burden of proving that the variance is justified. The
information the City receives is what is used in determining a denial or approval recommendation. If you leave.
something out it will not be considered. '
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Please address each of these hardship criteria as they relate to the request (some may not apply):
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1. 'The property in question cannot be put to a reasonable use if used under conditions allowed by the official
controls." ,I
The existina home and accessory buildings where roof and wall repairs and/or replacements are needed are
located within current road property line and/or wetland setbacks �
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2. 'The plight of the landowner is due to circumst�ances unique to his property not created by the landowner.
Out of the 17.96 acres that comprise the property the 2.96 buildable acres exist within a thin stretch of land
sandwiched between Willow Drive South road 'and wetland converQence setbacks
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3. "The variance, if granted, will not alter the essential character of the locality."
Each proqosed chanqe requested was designed by a local builder to be in tune with the essential character of
the localitv. The home footprint remains the same and the envelop is not significantly chanqed by requests
The oroposed construction of a new accesso `ry buildinQ will enable us to remove an existinq derelict accesso,r�r
located within the wetland delineation zone. 'I
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4. "Economic considerations alone shall not constitute an undue hardship if reasonable use for the property
exists under the terms of the Zoning Chapter:"
Not a licable. ��
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5. "Undue hardship also includes, but is not limited to, inadequate access to direct sunlight for solar energy
systems. Variances shall be granted for earth sheltered construction as defined in Minnesota Statutes, Section
116J.06, Subd. 2, when in harmony with this Chapter.°
Not applicable.
6. "The Board of Appeals and Adjustments or the Council may not permit as a variance any use that is not
permitted under this Chapter for property in the zone where the affected person's land is located."
Not applicable.
7. 'The Board or Council may permit as a variance the temporary use of a one-family dwelling as a two-family
dwelling."
Not applicable.
8. "The special conditions applying to the structure or land in question are peculiar to such property or
immediately adjoining property."
Due to the shape of the property the special conditions applving to the structure or land are peculiar to this
propertv and do not affect adjoining properties.
9. 'The conditions do not apply generally to other land or struc�ures in the district in which said land is located."
The conditions are unique to said property.
10� 'The granting of the application is necessary for the preservation and enjoyment of a substantial property right
of the applicant."
A sianificant portion of the existinq home has mold and structural damaqe (wall roof ceilin4 floorinp) due to a
poorly designed and improperly installed roofinQ system joinin4 the built-in porch dining room and kitchen
RemodelinQ is reQUired for health. code compliance and structural reasons The existing�garaqe structure
minimally satisfies the need for vehicle storaQe and protection• it is not possible to close the garaQe door if both
vehicles are parked within the buildin4 and there is no space for property maintenance equipment
Outbuildinqs used to house property maintenance equipment are derelict and/or reside within the wetland
delineation zone. Property owners require space for a wood shoq to work on projects to improve home
aesthetics and house property maintenance equipment.
11. "The granting of the proposed variance will not in any way impair health, safety, comfort, morals, or in any
other respect be contrary to the intent of the Zoning Code."
The proposed reauests are within the scope of zoninq code intent and ensures property owner health safety,, �
and comfort reQUirements.
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12. 'The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to
alleviate demonstrable hardship or difficulty."
Structural water damaqe and subsequent mold infe�tation to dininq room, built-in qorch, kitchen, and basement
represents an immediate and on-goin4 health and safety concem for occupying family. Since the home and
accessory buildinQS are located within converging road and/or wetland setbacks, it is necessary to obtain
variance approval before repairs/replacements can'be made. The proposed extension of existinp garage and
new construction of a mudroom and over-hanginq porch will ensure protection of vehicles and offer uq_ests
� protection from the elements. The proposed new construction of an accessory buildinq to house property
maintenance equipment and p„rovide workinq space for home improvement projects will ensure the
preservation and enjoyment of substantial propertyo rights.
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Hardship Statement �
Should you feel the hardship cannot fully be described in the above criteria, describe the unique hardship, practical
difficulty or unusual property conditions preventing compliance with Zoning Ordinance requirements in the following
lines (attach additional sheets if
necessary):
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i LAND PARCEL SURVEYED
' That port of Government Lot 7,Section 10,Township 117, o 0
� ����������� O � � Q O �
Range 23,Hennepin County,Minnesota, ing north of Q O ��� �����
Johnstons French Lake Second Addifion,EXCEPT fhe noHh �I �
I 235 feet of the east 200 feet thereof,and EXCEPT road. o�f��1C��1P��1�1C� �IR111�IPOMCIfIl11C�Q�ll��9 �4�i �u�Do� D�6dc� ���Q�9 O�'�Q��9 ��J
TOGETHER WITH OuNot A,Carriage Hill,according to the i
record plat thereof,Hennepin Counfy,Minnesota.
Easements,if any,affecting the land parcel surveyed by usage, i
of public record,or otherwlse indicated on any plat or map ;
were not reviewed and are omitted,unless otherwise indicated. �
PREPARED FOR
The above land parcel description is inferred from the street ' Robert Williams
address and/or legal descripfion provided by the client, ' 845 Willow Drive South
fogether with revi�w,if any,of the County tmcation description � Orono,MN ,
1 954-770-0009 �
for the land parcel and/or Counfy surveyor's section map Northepst corner Government Llpl 7 � I
information. � N 89°41 'S0° W � 1
i � 13?_7.93' — �� `
North Line Government Lot 7 1 � �
1127.93' � — — 200.00''-� -- � 1 ..�
N 89'41'S0" W 1 / I_,� I
Northwest comer Government Lot 7 � I
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NOTES ° �- � N z �� �
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� Surveyor's iron monument found in ground p N 11� —`� 11 � U
o �
Bearings are on an assumed basis. Elevations�are � � �1 � 1 �
according to NGVD 1929. Site benchmark is � �� 1 N a
garage floor slab,with an elevation of 935.73 feet. 1` � 1� Q
0 1 � � II v
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J UNE ACCORDING TO SGRVEtt MpNUMENT ` �``��\ � �t � ,� � \ <'93E� W
A VNE PARALLEI TO NORTH LiNE GOVERNMENT LOT 7 • `�� �� ,``,� `�� � 1� � ` z = I
� � �t 1.�+. �l ' �
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land parcel surveyed(site) 785929 SQ.FT. '�� � � ; ; j ��� � ��� q � �. N �
�"� � , ic�+ i , , \ —x / ` I
� driveway 1247 SQ.FT. '1, t Itn ` ` �� '�, �9-4f}ao•aag,� ��^ ` : _ :g 1 r o 1
garage 545 SQ.FT. .� .� `� \ `� '�,\��. �-9'�"�g��s.oe -.."- � �N N �
� building 8�porch 1409 SQ.FT. . :� ��F� ``��,���a aa,��3?,'';.,:_;:::''. ;''f:'•. , � (J� �
! � J �
� retaining wall&fireplace 53 SQ.FT. ,, y ' ;\`�u>�,\ �\ i \V: .j:���' � 1 � O
O sife hardcover 3248 SQ.FT. 0.4% ; � � �• �x • � � +
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� �, � �, i ` �`� - �NELL ;;� � rn
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(/� '�� . `��,, Oj���'' O /`7 X 4 GA$ 1 � �
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1 hereby certify that this survey was prepared by me or �` � �� '" `��:�; �oa� I � �ps�� i�;��. 1 � �
z � �
under my direct supervison. 1 am a duly registered land � � �•� �'�� �'� i 1 1 `G �, �r , � �,� �
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surveyor under the laws of the State of Minnesota. �' ' •"�� '" '� �� u' � ; � �1j,X �' o� ��1 '.
. � �l�` � I j i12�,lAPv� �� ' � �;.,
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September 6,2007 � � y • `�� .�,, �`-X� �` o x�' , ,'•, I
' `� 1 SW TI ` _� O JIL TY p04.. ..���� I J
Frank R. ardarelle,LS. , ; t�,ti` o - ; � :.I � Z
Regisiration No.6508 �(�� , 9 2� �� . '�� I :�����, ?���. �E��� l r
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Drawin revised on � '�� ���o v����,,,� '�a `� W
g 18 . 042 AC R ES �. � � M - 40 ' �
m a.q�`� , '� � �` F U i �. — 9 � Q
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Land Surveyor, Inc. i � � �ti . , , �o �
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6440 Flying Cloud Drive i 9<s � ; ^ ; �� o; i � ; � �
Eden Prairie,Minnesota 55344 � �� ' �� ' � �W '__- -941 �
' ; 1 1, •: �.
952-941-3031 fax 952-941-3030 y y � �' � 1�° I
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North Line Jchnstons French Lake Second Addition N 89�4-2'S1�� W � 3�.Z6 p' b� ' - I
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northeast corr;elr Johnstons French Lal<e Second Additiur�-•-- I ` . • . �
' � JOHNSTUf`�S FRENCH LAK�� SECOND ADDITION W I � �� �� I
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:Y MONUMENT �� �` �� ��` �� i� �, y \ r . 1 � �
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HARDCOVER CALCULATION WORKSHEET
'I
SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' 500-1000'
�
EXISTING HARDCOVER IN ZONE �
A. House 19' x 45.7' = 869 S.F.
Length Width
12' x 30' = 360 S.F.
12' x 15' = 180 S.F.
B. Garage 24' x 22.7' = 545 S.F.
C. Driveway 80' x � 15.5' = 1241 S.F.
" x = S.F.
D. Sidewalk x = S.F.
x � = S.F.
E. Patio/Deck 12' x 15' ' = 180 S.F. �
x = S.F.
F. Landscape x = S.F.
Underlain x � = S.F.
By Plastic x = S.F.
G. Retaining 2' x 26.5' � = 53 S.F.
Walls x = S.F.
H. Other/Shed 1 12' x 18' �` = 216 S.F.
Other/Shed 2 9' 12' ' = 108 S.F.
— — � — S.F.
TOTAL HARDCOVER IN ZONE � 3752' S.F.
TOTAL PROPERI'Y AREA IN ZONE ; 785929 S.F.
; .
A � �3752 785929 X 100 .47 %
i
PROPOSED HARDCOVER IN ZONE
A. House 19' x 45.7' ! - 869 S.F.
Length Width
12' x 30' ' = 360 S.F.
12' _ x 15' ' = 180 S.F.
10' x 12' = 120 S.F.
B. Garage 24' x 28.7' = 688 S.F.
C. Driveway 74' x 15.5' = 1147 S.F.
x - S.F.
;
D. Sidewalk x - S.F.
x � - S.F.
E. Patio/Deck 12' x 15': = 180 S.F.
x = S.�.
F. Landscape x = S.F.
Underlain x = S.F.
By Plastic x = ' S.F.
G. Retaining 2' x 26.5' = 53 S.F.
Walls x !� = S.F.
H. Other/Shed 1 12' x 18" - 216 S.F.
Other/Shed 2 30' x 30'� = 900 S.F.
TOTAL HARDCOVER IN ZONE �I 4713 S.F.
TOTAL PROPERTY AREA IN ZONE ! 785929 S.F.
A 4713 785929 X 100 .59 %
i
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2335 Highway 36 W
, - St.Paul,MN 55113
Te1651-636-4600
Fax 651-636-1311
www.bonesuoo.wm
September 27, zoo� �'Bonestrr�o
� ; -
Ms, Melanie Curtis �
Planner ;
City of Orono
Post Office Box 66 +
Crystal Bay, MN 55323 �
Re: 845 Willow Drive
File No. 000139-07000-1 ;
� ,
Plat No,07-3322
y.
i
Dear Melanie:
We have reviewed the certificate of survey for 845 Willow Drive dated 9-6-2007. The plan shows additions
to the existing home and construction of a detached shop. We have the following comments with regards
to engineering matters: ��
• The applicant has submitted a wetland delineation report for the property. However, the
delineated wetland is not on the;tcertificate of survey. Since the proposed strudure and -
improvements are relatively close to the "edge of cattails" on the survey, it would be important to
determine the exact location of the wetland.
• The plans show no grading for the construction of the shop on the southern portion of the
properry, Proposed grading must be�shown on the plans as it may impact the wetland.
• The proposed shop will have a garage door located on the north side of the structure. The
applicant should show how a vehicle would access the shop from the existing driveway or
roadway.
,
If you have any questions please call me at(651)604-4894.
t
Yours very truly, �
BONESTR00
i
� '
�--_--.
( �
Darren Amundsen �
�
CC Tom Kellogg �
I
�
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TO: An .ela Hammers DATE: 11/09/06 PROJECT NO.: 64523-001
Minnehaha Creek Watershed District �
ATTENTION: An ela Hammers
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18202 Minnetonka Blvd. '
SUBJECT: Wetland delineation re ort
ilDee haven, MN 55391 ;
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We are sending you �herewith ❑ under separate cover thelfollowing:
❑ Plans ❑Specificafions � Prints � Reports ❑Sho ��Drawin s
. P g ❑ Change Order ❑ Samples ❑ Copy of a Letter
❑ Data Sheets ❑Other
Transmitted via: � Mail ❑ Fax '
❑ .Will Call ❑ Hr. Messenger Service ❑ Overnight Delivery
�
QUANTITY � 'I DESCRIPTION
� Wetland Delineation Re ort-SMI Pro'e+t#64523-001 /Ann Anderson-Orono Site • �
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These are transmitted as follows: +� • .
�� As Requested ❑ For Your Records ❑ For Your lJse � For Review and Comment
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REMARKS: �
Thanks,Angela
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SCHOEI_L MADSON t
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Direct Dial No.
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Copy To: Ann Anderson II 0/� �/-L2-d C'o , l S�,GL C��°s��,
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F:�Environ�Environmental�Projects\64523-007 Ann Anderson\Transnuttal�Form w]ines.doc
Rev.2/]1/03 ST��$ ,sLfQ1J�-"�F�� �'��'�'� `'�'E-jr��
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Wetland Delineation Report
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- OYOno Site
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PYepaYed foY: Ann Ande�son
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City of Orono, Minnesota
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SMI No. 64523-001
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November 2006
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. Orono Site
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We#land Delineation Report
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- City of Orono, Minnesota
_ ,.�SMI No. 64523-001
Nove I
ber 2006
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The procedures described in this report and the field methods used
constiiute an official wetland cleliiieation in accordance with the 1987 U.S.
Army Corps of Engineers Wetland.Delineation Manual.
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� The field delineation was completed by Amv Jo Petersen and Todd Udvi�.
The delineation is based upon the Routine On-site Determination Method
as described in the 1987 Manual� The methodology meets the standaxds
and criteria described in the manual and conforms to the applicable
standards and regulations in orce at the time the fieldwork was
completed. The results reflect conditions present at the time of the
delineation. � �
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I hereby certify that this report was prepaxed by me or under my direct
� supervision. ��
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Prepared by: . � .� �
• ' � � Date
CWD No.: �-,
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Reviewed by: � f� ��� �
-f ��'f � Date
CWD No.: /
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Schoell & Madson, Inc. !
15050 23�d Ave N '
Plymouth, MN 55447 �
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Table of Contents �
Certification Page
Table of Contents
Page
� introduction........................
.......................................................................................1
SiteDescription........................................................................:........................1
WetlandDelineation .................................................................................................1
Wetlands Definition ..................... �
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Methodology ................................
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Wetlands Survey................................. ...2
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FieldProcedures.......................... .................................. .................: 2
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' Wetland Classification.............................................. ............... 3
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Results ............................................................. �
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Regulatory Considerations................ ...................15
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Biblio ra h .
A p y.........................:...................................... ...........................................6
Table 1
. List of Figures
Figure 1 — Site Location Map
Figure 2 — National Wetland Inventory Map
� Figure 3 — Hennepin County Soil Survey Map
Figure 4 — Protected Waters Inventory Map
� Figure 5 —Approximate Wetland Location Map
List of Appendices
Appendix A — RODM Datasheets
Wetland Delineation Report SMI Project No. 64523-001
Orono Site
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October 2006
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Wetland Delineation Report .
Orono Site '
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City of Orono,EMinnesota
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Introduction
This wetland ��delineation report outlines the location, methods and
results for an approximate 17.96 acres site in the City.of Orono. The
� purpose of the� evaluation was to identify areas meeting the technical
criteria for wetlands, delineate the jurisdictional extent of the wetland
' basins and classify the wetland habitats within the site. This field
delineation will be the basis on which the proposed project will
address potential wetland impacts or avoidance. A field review of the
� site identified one wetland area.
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This report describes the methodology and results of the field
delineations performed on October 16, 2006. Figures referenced in the
. text are included at the end of the document.
Site Description .
The property is located in Section 10, Township 117 North, Range 22
West in Henri+epin County, Minnesota. The project area is located in
the City of Orono, west of Willow Drive South and south of Fox St.
(Figure 1). The property is surrounded predoininantly by wetlands,
_ � woods, and residential homes. The wetland area identified on the
property was contiguous with wetlands outlying the property
boundary. Wetland A is located west of the existing house and
maintained lawn.
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Wetland Delineation �
Wetlands Definition ,�I
Wetlands arel defined jointly by the U.S. Army Corps of Engineers
�[USACE (Federal Register, 1982)] and the U.S. Environmental
Protection Agency [EPA (Federal Re 'ster, 1980)] as follov��s:
SMI Project No.62011-027
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"Those areas that are inundated or saturated by surface or ground
water at a frequency and duration sufficient to support, and that under
normal circumstances do support, a prevalence of vegetation typically
adapted for life in saturated soil conditions. Wetlands generally
include swamps, marshes, bogs, and similar areas:"
. According to (LJSACE), one positive indicator, except in certain
situations, from each of three elements must be found in order to make
a positive wetland determination. The three criteria are as follows:
. • Greater than 50 percent dominance of hydrophytic plant species;
• Presence of hydric soil; � . _
+ The area is either permanently or periodically inundated, or soil is �
saturated to the�surface during the growing season of the dominant
vegetation.
. Methodology
Wetlands Survey
. Topographic maps, the U. S. Fish and Wildlife�Service National
� ' • Wetland Inventory(NWI)maps, Soil Survey for Hennepin County, the
Ramsey County hydric soils list and the Ivlinnesota Departmenf of
. Natural Resources Protected Waters Inventory (PWn ..map were
reviewed prior to visiting the site to locate potential wetland habitats.
. Figure 2 is a copy of the NWI maps and Figure 3 is a copy of the soils�
map for the project area. Figure 4 is a copy of the Protected Waters
Inventory map of the site. These sources indicated that a wetland area
was present and investigated in greater detail during the field
� delineation.
Field Procedures
. The project site was evaluated on October 16, 2006 for areas meeting
wetland criteria in accordance with the Corps of Engineers Wetlands
Delineation Manual (USACE, 1987). The 1987 Manual requires that
soil inundation or saturation occur within 12 inches of the surface and
that all three wetland paralneters, as discussed above, be present. .
The Routine Onsite Determination Method (RODM) was applied for
this delineation. Field notes, soil samples, and photographs were taken
at representative locations within the wetland basins and in the
� adjacent upland areas.
Collected infonnation was transferred to RODM data sheets, which are '
included in Appendix A. Photographs will be retained on file at
Schoell Madson. Each data sheet is referenced to a sample location
� along the identified wetland boundary by the plot ID number.
Wetland Delineation Report SMI Project No. 64523-001
Orono Site
Page 2
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Wetland plant species nomenclaiure follows the "National List of
Plant Species that Occur in Wetlands" (U.S. Department of the
, Interior, 1988)� Regional field guides were used to confirm
- �identification of�plant species when deemed necessary.
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Soils were observed for hydric soil characteristics. Soils were
� examined by digging pits at representative locations and periodically.
along the wetland boundary. Pits were dug to a depth necessary to
. confirm hydric''soil characteristics, up to a maximum depth of 24
inches. Soil color determinations were made using MUI`�1SELL Soil
� Color Charts (,Kollmorgen Instrwnents Corporation, 2000). Site soil
characteristics �'�`ere compared to tho�se mapped and described in the �
Soil Survey for"Hennepin County.
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Wetland boundaries were located and maxked with sequentially
numbered, pink "Wetland Delineation"pin flags. The locations of the
pin flags were; surveyed by Schoell Madson. The wetland edge is
considered the'�highest extent of the wetland basin; areas above the
boundary fail to meet the three required wetland parameters while
areas below the edge meet the wetland parameters required by the field
delineation methodology. The results of the delineation are presented
� ' at the end of this document. : . .
� Wetland Classification '
. Classification of the wetland basins are included on the (RODlv� data
� � sheets in Appendix A. �Wetland classification follows the methods
described in Wetlands and Deepwater Habitats of the United States �
(Cowardin, et� al., 1979) and used by the U.S. Fish and Wildlife �
Service National Wetland Inventory. The Circular 39 classification
(Shaw and Fredine, 1956) is also provided.
. Results �
The field delineation was conducted under below normal temperature
conditions and.below normal precipitation conditions as compared to
the historical,average for the region. Most of the vegetation was
� identifiable, iricluding a11 dominant species.
� � One wetland axea was identified, delineated and classified. The
• . (RODM) data forms indicate the dominant species of vegetation and
the soil and ��hydrologic characteristics at a representative location
around the basins. A review of the wetland delineation boundary line
was conducted and field reviewed by Angela Haminers at the
Minnehaha Creek Watershed District on October 31, 2006.
Wetland A '
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Wetland Delineation Report � SMI Project No.64523-001
Orono Site '
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Wetland A, as defined previously, is located west of the maintained
lawn behind the existing house (Figure 5). The boundary of this
wetland was delineated based on site topography and site conditions.
� Wetland A was identified on the NWI map as a
Type 3 wetland (Figure 2). Field observations confirmed this data.
Wetland A was dominated by hybrid cattail (Typha x glauca), narrow-
�leaved cattail (Typha angustifolia) and reed canary grass (Phalaris
a��u�adinacea) in the herbaceous layer. The data was collected at
representative sample locations within the wetland and upland areas.
The wetland area was saturated in the upper 12 inches of the soil
profile and is located in a low topographic position.
The soil profile within the wetland at the first transect consisted of 0-2
inches of very dark brown (lOYR 2/2) organic/peat layer over 2-4
inches of mixed soils (muck). The lower portion of the soil profile
consisted of 4-18 inches of very dark greenish gray (Gley 1 3/SG) silt.
These soils do not concur with the local soil survey, which are
classified as very poorly dra.ined Muskego, Blue Earth, & Houghton
� . soils (IJSDA, 2004). Muskego, Blue Earth, &Houghton soils are listed
on the federal or county hydric soils lists. The soil profile at the
� second transect was consistent with the initial transect.
� The soil profile at the third transect consisted of 0-8 inches of black
(10 YR 2/1) silt loam over a hard pan of rubble, where soil sampling
became obstructed. The soils in the upper S� inches concur with the
local soil survey, which are classified as poorly drained Cordova loam
. (USDA, 2004). Cordova loam is listed on the federal and county
hydric soils lists. .
The upland vegetation was dominated by Kentucky blue grass (Poa
prateizsis), and goldenrod sp. (Soidago sp.) in the herbaceous layer. .
The shrub layer was dominated by common buckthorn (Rhanznus
catlia��tica). The upper canopy was doininated by mixed deciduous
trees.
Soil samples were taken from the adjacent upland areas at
representative sampling stations. As a result, the soil profile at the first
transect consisted of 0-4 inches of very dark grayish bro�m (lOYR
3/2) clay loam over 4-12 inches of dark grayish brown (2.SY 4%2) clay
loam. The lower portion of the soil profile consisted of 12-18 inches of
olive brown (2.5 Y 4/3) clay loain. The entire soil profile consisted of
mixed soils with various colors but reinained to be a clay loam texture.
Disturbance of soils may be a result of residential development. These
soils do not concur with the local soil survey, which are classified as
well drained Angus loam (USDA, 2004). The soil profile at the
second transect was consistent with the initial transect.
Wetland Delineation Report SMI Project No.64523-001
Orono Site
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. The soil profile�at the third transect consisted of 0-6 inches of very
dark grayish br'wn (lOYR 3/2) loam. The upper portion of the,soil
� profile as stated above consisted of disturbed mixed soils with various
colors but remained to be a loam texture. These soils do not concur
� with the local soil survey, which are classified as poorly drained
- Cordova loam (USDA, 2004). Hydrology was not found in the upper ,
18 inches of the'soil p�ofile. -
Re ulator ��Considerations
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. Wetlands in the project area are regulated by several agencies at the
local,regional, state, and federal levels including the(USACE) and the
(EPA) at the federal level; the Minnesota Board of Water and Soil
Resources (BWSR), Minnesota Department of Natural Resources
(MNDNR) at the state level; and Minnehaha Creek Watershed Disfrict
(MCWD) at ;�the local level. The MCWD has accepted the
responsibility �9for the administration of the Minnesota Wetland
Conservation i ct (WCA) of 1991.
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Construction plans that propose any direct alteration or indirect impact
to wetlands or watercourses within the project area will require permits
from the appropriate regulatory, agencies. Violation of wetland
� ' regulations cari result in substantial civil and/or criminal penalties. �
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Wetland Delineation Report ' ; SMI Project No. 64523-001
Orono Site ' Page 5
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� Bibliography �
' Brown, Lauren, 1979. Grasses: An Identification Guide. Houghton
Mifflin Company, New York: �
Eggers, S.D. and D.M. Reed, 1987. Wetland Plants and Plant
Communities of Minnesota and Wisconsin. U.S. Army Corps of
Engineers, St. Paul District, St. Paul,Minnesota � .
Kollmorgen Instruments Corporation, 2000. MLJNSELL SOIL
COLOR GHARTS. Macbeth Division of Kollmorgen
" Instruments Corporation, Newburgh, New York.
Newcomb, L., 1977. Newcomb's Wildflower Guide. Little, Brown and
Company. �
Resource Management Group, Inc., 1999. National List of Plant
� Species That Occur in Wetlands North Centxal (Region 3). (4�
printing). Michigan: Dickinson Press, Inc.
Shaw, S.P. and C.G. Fredine, 1956. Wetlands of the United States.
LT.S. Fish and Wildlife Service, Circular 39. 67 pp.
U.S. Army Corps of Engineers, 1987. Corps of Engineers Wetland �
Delineation Manual. Technical Report Y-87-1. Waterways
Experiment Station, Vicksburg, Mississippi.
U.S. Army Corps bf Engineers, 1988. Wetland Evaluation
� Methodology for the North Central United States. 97 pp. plus
appendices.
U.S. Departrnent of Agriculture, Natural Resources Conservation
Service. Updated 10/16/2006. Hydric Soils of the United States.
ft��://ftu-fc.sc.e�ov.usda �ov/NSSC/Hvdric Soils/Lists/mn xls .
. U.S. Department of Agriculture, Natural Resource Conservation
� Service, 2004. Updated 10/16/2006. Web soil survey, Hennepin
County.
http://websoilsurvey.nres.usda.gov/app/W eb S oilSurvey.aspx
Wetland Delineation Report SMI Project No. 64523-001
Orono Site
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� � � List of Figures
� Site Location Map
i National Wetland Inventory Map
Hennepin County Soil Survey Map
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Protected Waters inventoty Map
; Approximate Wetland Location Map �
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DATA FORM
ROUTINE ONSITE DE'I'ERMINATION METHOD �
I
Project/Site: ;�+ r� � �„ 'I Yes No Is the Area (Circle):
Appiicant/Owner: �� ��p����� Abnormal conditions? I�
- " ;� ,� ❑ u Filled Floodplain Ditched
Field Investigator: -A�1, P, �ite disturbed(Atypical)? v� � Seasonal •. Permanent � Tiled
Investigation Date: �(� � � ���� (roblem area? � � --
—� �
County �j State: �
Wetland or Upland Sample Point{Circle).and ID No.• �
Transect No.
'� . .
� •
Dominant Plant Species ,
Stratum % Indicator
1: • ° N �r.s,P. _ � �'�.v'� �
2. ►'�B - �L..v ; i- � n �¢-�-�'�J,�. � e.r
s. �. G1 r\ .� hA �1' �� �. ` � � a ' .�.V � Z.� GN
4. �tn- � C�c9+¢+�.. !�t /u-c "
5. ,I r
6. ;�
7. I
8. ;'
9. ,�
10. .'
11. I
12. I .
13. . i
�4. ,�
15. �. �
Percent of dominant species that are OBL,FACW and/or FAC= � % ,� •
� � Primary Wetland Hydrology Indicators Secondary Wetland Hydrology Indicators
❑ Inundafed (If no primary indicator,2 or more required)
❑ Strearri,Lake or Well Data � Saturated in upper 12" ❑ Oxidized Root Channels in upper 12"
❑ Precipitation Data ❑ Water Marks ❑ Water Stained Leaves
❑ Aerial Photographs ❑ Drift Line's ❑ Local Soil Survey Data
❑ Other(Explain in remarks) ❑ Sediment Deposits ❑ FAC Neutrai Vegetation Test
❑ No recorded data used ❑ Drainage Patterns in Wetlands ❑ Multiple Trunks
Field Observations ❑r-,� Buttressing
Depth of Surface Water. � ��� � tA�' Other(Explain in remarks)
Depfh to Water in Pit: -�--- p 5�d '
Depth to Saturated Soil: �-- ��a
� �C'r��N c^- � Dr'.-c-��tr' . — � �U��'' �� �j4�r�;:6�r�.�'.��
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Map Unit Name: ,/� `� t/� (r�/'�,{l,J��y (i ' ,, , ���'''
I'�1it'S�G� n ���VvF i�wC i �'=. 1�..�4'�� ��; �� Natural Dra' age Class u..�r��� �JcSUr��`� �✓Gc.���:P.� .
Soil Suborder: � �� Whole unit hydric soil? Y[� N❑
� � � F..��2.��c�'�,��
� �e°'�9�
_ ,f ield Observations Confirmed Mapped Type? Y N[�✓
['Casrc�'Bd'� �c u r�/c -.
Soil Profile Description , I
Depth Horizon Matrix Color Mottie Color Mottie
(��) Name (Munsell Moist) (Mun�sell Moist) °/a Soil Texture and Comments
� �� �,( ,.
r� O !� � �.° . .�._..
� �� �s' �� . .. I _ �'°.- �� ��:�.���— c°f c.:�—
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DATA FORM .
ROUTINE ONSTTE DETERMINATION METHOD
Hydric Soil Indicators .
� Histosol � ❑ Chroma<3 in Entisol ❑ Listed on Local Hydric Soils List
❑ °Histic Epipedon 0 Mottled with Chroma<2 ❑ Listed on National Hydric Soils List
❑ Sulfidic Odor D�Chroma of 1 without Mottles ❑ Spodic Horizon at 12"
� AquiclPeraquic Moisture Regime ❑ Iron/Manganese:Concretions ❑ Aquatic Invertebrate Remains
❑ Reducing Conditions ' ❑ Dark Organic Vertical Streaking in Sandy Soils ❑ Inclusionary Hydric Soil
�Gleying ❑ High Organic Content at Surface Layer in Sandy Soils ❑ Other(Explain in remarks)
' � � � �
Yes No Yes ' No
Hydrophytic vegetation present? d � Is this sampling site within a welland? � �
Wetland hydrology present? d � WeUand Circular 39 Basin Type Classification: � � •
Hydric soils present? � � NWI or WWI Basin Type Classification � �
. _ ��yz-,� �
�e�'(C�.� p �� • Remarks • ., A
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DATA FORM
� ROUTINE ONSITE DETERMINATION METHOD �
'I �
ProjecUSite: �/�'j� '� C� � � Yes No Is the Area (Circle):
Applicant/Owner. ��,� � }���, �'��'� A�bnormal conditions? � � Filled Floodplain Ditched
Field Investigator: �,� iite disturbed(Atypical)? � � Seasonal Permanent Tiled
Investigation Date: � �_��(P�(�� jroblem area7 � �
County �'l.L� j' State�'v
Wetland or Upland Sample Poinf(Circle)and ID No. � � Transect No.
'
. • .
Dominant Planf Species � Stratum % •Indicator
�. ,,c.tLi,: E� ' C� �S� � rcc ' '� � c..�'t� p —
2• �'o ' e ' R -a s. Z f �c b� (�
3. � c�t/ h��e"-»n`�..� Gt,�iaGt.�=d-•i!°c� ," S ru.�o
4. I �.C� ^ � �
5. �)
6. I
7. • I
8. II
9. �I
10. I .
'11. ;�
12. �
'13. �
14. - �
15. +
Percent of dominant species that are OBL,FACW and/or FAC= % ,I�
� � Primary Wetland�Hydrology Indicators Secondary Wetland Hydrology Indicators
� ❑ Inundated (If no primary indicator,2 or more required)
❑ Stream,Lake or Well Data ❑ Saturated in upper 12" ❑ Oxidized Root Channels in upper 12"
❑ Precipitation Data ❑ Water Marks ❑ Water Stained Leaves
❑ Aerial Photographs � �
❑ Drift Lines ❑ Local Soil Survey Data
❑ Other(Explain in remarks) ❑ Sediment Deposits ❑ FAC Neutral Vegetation Test
❑ No recorded data used ❑ Drainager Patterns in Wetlands ❑ Multiple Trunks .
Field Observations f t� - ❑ Buttressing � ,
Depth of Surface Water. �V� h�- ❑ Other(Explain in remarks)
Depth to Water in Pit: �'��ef
Depth to Saturated Soil: L)���01 � .
�
• '
Map Unit Name: � 7 "+r'P � �'�� I ,� � �Natural Drainage Class • ����ny �J�, � ������
�, ,��.. .� 4 a� �.�_ �, '"'��
Soil Suborder: ,� ;� Whole unit hydnc soi? Y ` N� . �
� Cwr�s✓r� c�- �
, � Field Observations Confirmed Mapped pe? Y❑ N Q--,� � �r�
'� �' /'oLa�r u..l
Soil Profile Description f �
Depth . Horizon Matrix Color Mottle Color Mottle
(In) Name (Munsell Moist) (Munsell Moist) ' % Soii Texture and Comments
Q!� ��I` � t� � 3/� �' _._..._.. _..._ , `� .- ^ !,-�
��''" Ylff r �,�-f'�'f �.._f�� / l
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DATA FORM
ROUTINE ONSITE DETERMINATION METHOD
Hydric Soil Indicators -
❑ Histosol ❑ Chroma<3 in Entisol �
— ❑ Listed on Local Hydric Soils List
❑ Histic Epipedon ❑ Mottled with Chroma<2
_ ❑ Listed on National Hydric Soils List
❑ Sulfidic Odor . , ❑ Chroma of 1 without Mottles ❑ Spodic Horizon at 12"
❑ Aquic/Peraquic Moisture Regime ❑ Iron/Manganese Concretions ❑ Aquatic Invertebrate Remains
❑ Reducing Conditions ❑ Dark Organic Vertical Streaking in Sandy Soils . ❑ Inclusionary Hydric Soil �
❑ Gleying ❑ High Organic Content at Surface Layer in Sandy Soils ❑ Other(Explain in remarks)
' � � ' •
Yes No Yes . Na
Hydrophytic vegetation present? � �/ Is#his sampling site within a weUand? � �
WeUand hydrology present? � � WeUand Circular 39 Basin Type Classification:
Hydric soils present? � � NWI or WWI Basin Type Classification
Remarks ' '
SKETCH OF SITE C:\Todd Files\WETi,AND DATA FORM.doc
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Unit#- Assoc. Fee- $0 !4
Foundation Size 979 �
Finished Square Feet 1465 � �,��� � � �� � _;,��;
Year Built 1920 �: � . .-r '�, �, �,,_ � - I�4. t� .
Lot Ox Ox Ox Ox ,� ""�`�� _ - .�� �
, School District 278 ��
Tax Year 2006 �=��+
� ��
Taxes $1,925 � A
Approximate Dimensions ,
Living Room 21 x 18. ;xa�;; . I. +:
:.�,
Dining Room 13 x 11 'x'.���, �I �
Family Room ,
Kitchen 16 x 11 a - �. �
Master Bedroom 15 x 11 �� R� , : , ,,. r�`���i'
� Second Bedroom 14 x 9 � �_��,,� `� �� - �'' ��tj$; "
{ `��� : � ��`
Third Bedroom 14 x 11 � - ���,� � �
. .-`i k...'r ' Y.�fi
Fourth Bedroom -
Porch 14 x 12
<.
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�,
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� � !3 Bed rooms 2 Bath rooms
�
;
Air Condkioning Bath Description Heating Road Frontage
Window 3/4 Master Baseboard City
Main Floor Full Bath Hot Water Paved Streets
Amenities-Unit Upper Level Bath
Hardwood Floors i LakelWaterfront Roof '
Kitchen Window Dining Room Description � Other Age Over 8 Years
Porch Eat In Kitchen . � Asphak Shingles. �
Tiled Floors Separate/Formal Dining Room Lot Description . . Pitched
WasheNDryer Hookup Other
Ezterior Tree Coverage-Medium Sewer
Appliances MetaWinyl Private
Dishwasher Parking Characteristics
Dryer Fuel Detached Garage Terms
Range Natural Gas Driveway-Gravel ' Conventional
• Refrigerator Garage Door Opener Cash
Washer _ , Handicap Accessible No Interior Access to Dwelling
Water Softener-Owned Counters Water
Hallways/Doors Photo Code Well '
Basement Switches/OuUets I Will Send My Own •
Partial , , . •'•MORE•"•
Public Remarks - �
Quaint, charming remodeled farmhouse on 18 acres:aprox. 15 acres wetlands&a possible building site -� ,,,� f �,.
on remaining acreage.Wetlands delineation done. Serene location w/endless views E&W&upper , ,,,. r �:�
bracket nbads nearby. Builders send your clients! �� � �"
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Rae Pesek 952-475-9274
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Infortnation Deemed Reliable But Not Guaranteed
Professional Reports by HomeQuest B owr,ed ar,d oPer�ced by NRT,Incorporated.
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, ADJACENT PROPERTY OWNERS'ACKNOWLEDGEMENT FORM
;
I (we) DODD COSGROVE / ANN A COSGROVE of 2250 FRENCH LAKE RD WAYZATA MN 55391
[print name(s)] [print address�
have reviewed the plans for the proposed improvement or proposed use of the property tocated at
845 Willow Drive South, Wavzata. MN 55391 a i referred to as Land Use Application No.
I (we) understand that m executing this acknowledgment, I (we) am (are) not asked to declare
approval or disapproval of the property or use but merely to confirm for the City Council that I (we)
am (are) aware of the improvement ptans and that the proposed neighbor's project or use requires
Council approval. '�
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Property Owner Date { _
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I (we) DODD COSGROVE / ANN A COSGROVE of 2250 FRENCH lAKE RD WAYZATA MN 55391
[print name(s)] [print address]
have reviewed the plans for the proposed imp�ovement or proposed use of the property tacated at
845 Willow Drive South. Wavzata. MN 55391 also referred to as Land Use Application No.
�
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I (we) understand that in executing this acknowtedgment, I (wej am (are) not asked to dectare
approval or disapproval of the property or use but merely to confirm for the City Council that I (we)
am (are) aware of the improvement plans and that the proposed neighbor's project or use requires
Council a provaL
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�- Property Owner Date
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Property Owner Date a
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If you have any information that may assist the City in the review of this Land Use Application,
ptease submit your comments to the Buildin� bt Zoning Office at least 10 days prior to the scheduled
meeting date.
. ;
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� � �
ADJACENT PROPERTY OWNERS'ACKNOWLEDGEMENT FORM
I (we) RICHARD £t ANNE SHULL of 2285 FRENCH LAKE RD. WAYZATA, MN 55391.
[print name(s)] [print address]
have reviewed the plans for the proposed improvement or proposed use of the property located at
845 Willow Drive South. Wavzata, MN 55391 also referred to as Land Use Application No: '
I (we) understand that in executing this acknowledgment, I (we) am (are)not asked to declare
approval or disapprovat of the property or use but merely to confirm for the City Council that 1 (we) �
am (are) aware of the improvementplans and that the proposed neighbor's project or use requires
Council approvaL
. � � � ^G
. � �
Propert Owne Date .
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Property Owner Date
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t (we) RICHARD �t ANNE SHULL of 2�85 FRENCH LAKE RD. WAYZATA, MN 55391 .
[print name(s)] [print address]
have reviewed the plans for the proposed improvement or proposed use of the property located at
845 Willow Drive Sou�h, Wayzata. MN 55391 also referred to as Land Use Application No.
I (we) understand that in executing this acknowledgment, I (we) am (are) not asked to dectare
approvat or disapproval of the property or use but merety to confirm for the City Counci! that I (we)
am (are) aware of the improvement ptans and that the proposed neighbor's project.or use �equires
Council approvaL
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Property ner te �
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Property Owner Date
If you have any information that may assist the City in the review of this Land Use Application,
please submit your comments to the Building £t Zoning Office at teast 10 days prior to the scheduted
meeting date.
I
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ADJACENT PROPERTY OWNERS'ACKNOWLEDGEMENT FORM
I (we) CHARLES S �t SUSAN H t�►NNOM ofi 870 OLD CRYSTAL BAY RD, WAYZATA, MN 55391
[print name(s)] [print address]
have reviewed the plans for the proposed imQrovement or proposed use of the property tocated at
845 Willow Drive South, Wayzata, MN 55391 ali o referred to as Land Use Apptication No.
I (we) understand that in executing this acknowtedgment, i (we) am (are) not asked to declare
. approval or disapproval of the property or use but merety to confirm for the City Council that i (we)
am (are) aware.of the improvement ptans and that the proposed neighbor's project or use requires .
Councit approvaL i
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i (we) C_H_ARLES S �t SUSAN H LANNOM 'of 870 OLD CRYSTAL BAY RD. WAYZATA, MN 55391
[print name(s)� [print address]
� have reviewed the plans for the proposed improvement or proposed use of the property located at
845 Willow Drive South. Wayzata. MN 55391 also referred to as Land Use Application No.
- ' � ,'�
I (we) understand that in executing this acknowledgment, I (we) am (are) not asked to declare
approval or disapproval of the property or use but merely to confirm for the City Councit that I (we)
am (are) aware of the improvement plans and that the proposed neighbor's project or use requires
Council approval.
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Property Owner Date % ;�
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If you have any information�that may assist the City in the review of this Land Use Application,
please submit your comments to the Building £t Zoning Office at teast 10 days prior to the scheduled
meetin� date.
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ADJACENT PROPERTY OWNERS'ACKNOWLEDGEMENT F�RM
t (we) ROBERT J £t JDAN L DAYTDN of 1 FRENCH LAKE RD. WAYZATA, MN 55391
[print name(s)] [print address] . ,
have reviewed the plans for the proposed improvement or proposed use of the property located at
845 Willow Drive South, Wayzata, MN 55391 atso referred to as l.and Use Apptication Na
I (we) understand that in executing this acknowledgment, t (we) am (are) not asked to declare
approval or disapprovat of.the property or use but merely to confirm for the City Council that I (we)
am (are) aware of the improvement plans and that the praposed neighbors project or use requires
Council approvaL
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Property Owner Date
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Propert ner Date
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I (we) RO�ERT J Ft JOAN_L DAYTON of 1 FRENCH LAKE RD. WAYZATA MN 55391
[print name(s)j [print address]
have reviewed the plans for the proposed improvement or proposed use of the property located afi
845 Willow Drive South. Wavzata. MN 55391 aiso referred to as Land Use Application No.
I (we) understand that in executing this acknowledgment, i (we) am (are) not asked to dectare
approval or disapproval of the property or use but merety to confirm for the City Council that 1 (we)
am (are) aware of the improvement plans and that the proposed neighbor's project or use requires
� Council approval.
Property Owner Date
Property Owner Date
If you have any information that may assist the City in the review of this L.and Use Application,
please submit your comments to the Buitding £t Zoning Office at least 10 days prior to the scheduled
meeting date.
I
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ADJACENT PROPERTY OWNERS'ACKNOWLEDGEMENT FORM
.
;
I (we) MARTIN P / BRIDGETT P PARADISE ofi 825 BROWN RD 5. WAYZATA. MN 55391
[print name(s)] [print address]
have reviewed the plans for the proposed improvement or proposed use of the property tocated at
845 Wiltow Drive South. Wavzata, MN 55391 also referred to as Land Use Apptication No.
� i (we) understand that in executing this ackn l wledgment, i (we) am (are) not asked to declare
approval or disapproval of the property or use but merely to confirm for the City Councit that I (we) .
am (are) aware of the improvement plans and that the proposed neighbor's project or use requires
Council approval. ,I /
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I we MARTIN P / BRIDGETT P PARADISE Iof$25 BROWN RD S WAYZATA MN 55391
( ) , ,
[print name(s)] [print address]
have reviewed the plans for the proposed improvement or proposed use of the property located afi
845 Willow Drive South, Wavzata. MN 55391 al'so referred to as Land Use Application No.
. � ;I .
i (we) understand that in executing this acknowledgment, i (we) am (are) not asked to dectare
approval or disapproval of the property or use but merety to confirm for the City Council that I (we)
am (are) aware of the improvement plans and that the proposed neighbor's project or use requires
Council approval. , I
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- Property Owner Date
If you have any information that may assist tfie City in the review of this Land Use Application, �
ptease submit your comments to the Building'�t Zoning Office at teast 10 days prior to the scheduled
meeting date. �
1
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ADJACENT PROPERTY OWNERS'ACKNOWLEDGEMENT FORM �
t (we) PHYLLIS FADDEN of$25 WILLOW DR 5. WAYZATA, MN 55391 -
(print name(s)] [print address]
� have reviewed the plans for the proposed improvement or praposed use of the property tacated at
845 Willow Drive South. Waarzata. MN 55391 also �eferred to as Land Use Application No.
I (we) understand that in executing this acknowledgment, I (we) am (are) not asked to declare �
. approvat or disapproval of the property or use but merely to confirm for the C9ty Council that I (we)
am (are) aware of the improvement plans and that the proposed neighbor's pcoject or use requi�es
Council approval.
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I (we) PHYLLIS FADDEN of 825 WILLOW DR S. WAYZATA, MN 55391
[print name(s)] [print address]
have reviewed the plans for the proposed improvement or proposed use of the property located at
845 Willow Drive South. Wayzata. MN 55391 .also referred to as Land Use Application No.
I (we) understand that in executing this acknowledgment, I (we) am (are) not asked to dectare
approval or disapproval of the property or use but merely to confirm for the City Council that 1 (we)
am (are) aware of the improvement plans and that the proposed neighbor's project or use requires
Council approval. ,
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Property Owner Date
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If you have any information that may assist the City in the review of this Land Use Apptication,
please submit your comments to the Building £t Zoning Office at least 10 days prior to the scheduled
meetin� date.
,;I
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Hennepin County Variance Map Page 1 of 1 .
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Parcel Information� � Date Printed:9/4/2007 10:38:10 AM
ParcelID:10-117-23-22-OUO2 �
Owner Name:G A&A E ANDERSON
Parcel Address:845WILLOW DR S ORONO MN,55391
Buffer Size:150 ft.
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Date Application Received: 9/19/07
Date Application Considered as Complete: 9/19/07 .
60-Day Review Period Expires: 11/18/07 �
To: Chair Kem f and Plannin Commission Members
Ron Moor e, City Admixiistrator
From: Evelyn Turner, City Planne i .
Date: October 15, 2007 .
Subject: #07-3323 Structures Unlimited on behalf of Judson and Aleya Champlin,
210 Big Island
-Variances, Public Hearin�
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Zoning District: RS Seasonal Recreatiorial (5 acres)
Lot Area: 1.02 acres I
Lot Width: 196 feet +
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Application Summary: The applicant requests lakeshore setback and hardcover
variances to construct an addition to the rear of the existing seasonal dwelling as well as
add a second story to it. A foundation type variance is requested to allow the addition to
be constructed on post footings rather' than a perimeter foundation. Retaining wall
height, location, and hardcover variances aze also re uested. •
Staff Recommendation: Planning Department Staff recommends approval of the
retaining wall within the 75 to 250 foot zone and approval of the other variances with
conditions if the Planning Commissions determines it a ropriate to grant them.
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Pertinent Zoning Ordinance Sections�
Sec. 78-571. Lakeshore hard cover regulations.
� Within 75 feet of any shoreline, there shall be no excavating, filling,hard cover,
temporary or permanent structures. Within 75 to 250 feet of the shoreline,there shall
be no greater than 25 percent hard cover. Within 250 to 500 feet of the shoreline,
there shall be no greater than 30�percent hard cover. Within 500 to 1,000 feet of the
shoreline, there shall be no grea�er tlian 35 percent hard cover.
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Sec. 78-573. Building construction standards. .
Within any RS seasonal recreational district, all new buildings or structures and.all
additions, repairs, alterations or improvements to existing buildings or structures shall
be built in strict conformance Iwith the current edition of the state building code as
adopted and amended by the city, and with the following regulations:
(1) Foundations required. All new or remodeled seasonal dwellings or guest
cabins and all principal dwellings sha11 be placed on a permanent frost-
depth, solid masonry or treated wood foundation that completely encloses
_ the entire perimeter of the building.
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FILE 07-3323
October 14,2007
Page 2 of 5
Sec. 78-570. Yard and setback requirements. '
Within any RS seasonal recreational district, the following yard and setback
requirements sha11 be observed for all new structures and for any addition or
alteration to any existing structure,whether temporary, seasonal or permanent:
(1) Minimum setback from lakeshore, all structures, including decks, fences,
retaining wa11s, wells, on-site sewage treatment systems and land
alteration of any kind, 75 feet.
Sec. 78-566. Accessory uses.
Within any RS seasonal recreational district, no accessory structure or use of land
shall be permitted unless a permitted or conditional use is first established on such
land, except as allowed in section 78-564(2). Once a permitted or conditional use
exists on any lot or parcel, no accessory structure or use of land shall be permitted
except for one or more of the following uses:
(13) Retaining wa11s, not to exceed 42 inches in height, and no paxt of which
may be located within 75 feet of the shoreline. .
List of Exhibits' _
A. Application � '
B. Hardship Documentation Form
C. Area Map , '
D. Survey with Hardcover Calculations .
E. Proposed House Elevations and Plans
F. City Engineer's review
G. Enlarged survey with setbacks and other features annotated by Staff.
H. Intent Sta.tement for RS zoning district
Background
The property had flat area that extends 10 to 100 feet back from the shore. Behind this area
the land rises at an approximately 22 percent grade. (See Exhibit G.) Except for the cabin
and the septic system area the slope is wooded. The flat area is grass.
In conjunction with the last major revision to the Seasonal Recreational zoning district
regulations in 1983 the property was granted an area and width variance to allow use of the ._ .
property for a seasonal dwelling.
The existing seasonal dwelling on the property was constructed in 1968. It is a 702 square
foot cabin on a post foundation with a 312 square foot lakeside deck. At the lake side the
floor is about seven feet above grade. At the rear the floor is roughly at grade. The crawl
space under the cabin is enclosed. The entire structure is within the 75-foot setback. The .
deck is 35 feet from the lake at one corner and 33.8 feet at the other. The cabin itself is about
44 and 45 feet from the lake.
The dwelling is legal non-conforming. State statutes would allow the cabin to be totally
reconstructed in its current form with a perimeter foundation or a post foundation. A
variance would be required to convert the crawl space to living space because it would be an
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` FILE 07-3323
October 14,2007
Page 3 of 5
expansion of the use and the cabin would need to be raised several feet to provide adequate
ceiling height. �
The proposed addition would extend the structure 10 feet to the rear. It would be constructed
on posts. The second story would have the�appearance of a half story but it would not satisfy
the Code definition of a half story. The height of the sidewalls would be increased by three
feet and the peak height by 12 feet. The proposed structure would satisfy the height and
story limitations. (If there were a basement under the structure it would be far enough into
the ground to qualify as a basement.) An existing 8-foot by 12-foot shed would be relocated
out of the 0 to 75�foot zone.
As required by the City a new septic system was installed this summer. The septic system
. extends up the hill behind the cabin. This�area was graded and will require a retaining wall
up to 48 inches high. Grading and retaining wa11 are proposed within the 0 to 75 foot zone to
direct drainage around the cabin ��
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LOT ANALYSIS WORSHEET
Lot Area/Width: .
- Re uired Actual
Lot Area 5 acres �� 1.02 .
Lot Width 200 feet'�_ 196 feet
Structural Coverage: �
Allowed Existing �� Proposed
6,661 s.f. 15.00% 1,175 s.f. 2.65% 1,299 s.f. 2.93% .
IIHardcover Calculations: '
Hardcover Total Area in Allowed Existing Proposed
Zone Zone Hardcover Hardcover hardcover
0-75 20,186 s.f. � 0 s.f. 1,200 s.f. 1,256 s.f.
;� 0% 5.83% 6.22%
75-250 21,766 s.f. ;I 5,442 s.f. 0 s.f. 319 s.f.
� 25% 1.47%
Total for 44,404 s.f. � 5,442 s.f. 1,200 s.f. 1,575 s.f.
Property '�
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Variances I
The second story addition would have�a lake setback of 45 feet and the rear addition would
have a lake setback of 67 feet. A 75-foot setback is required. Haxdcover within the 0 to 75
foot zone would increase from 1,200 square feet to 1,256 square feet or from 5.83 percent to
6.22 percent. No hardcover is permi�tted in this zone. The post foundation would be
maintained and utilized for the rear addition. The code requires a new or remodeled seasonal
dwelling on Big Island have a continuous perimeter foundation. State Statutes would allow
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FILE 07-3323
October 14,2007
Page 4 of 5
� The proposed retaining wall would be 48 inches high when the maximum is 42 inches.
Grading and part of the retaining wall would extend into the 0 to 75 foot zone.
Hardship Statement
Applicant has completed the Hardship Documentation Form attached as.Exhibit B, and
should be asked for additional testimony regarding the application. .
Hardship Analysis .
In considering applications for variance, tjie Planning Commission s/:al[consider tl:e effect of tl:e proposed
variance upon tlie /eealtl:, safety and welfare of t/:e community, existing and anticipated traffic conditions,
lig/et and air, danger offire, risk to t/tepublic safety, and t/ie effect o►i va[ues ofproperty in the surrounding
area. Tl:e Planning Commission sl:all consider recommending approval for variai:ces from tl:e literal
provisions of the Zoning Code in instances where t/:eir strict enforcement would cause undue leardship
because of circumsta�zces unique to tlie individual property under consideration, and sl:all recommend
approval only w/:en it is demonstrated tl:at such actions will be iiz keeping with t/:e spirit and intent of the
Orono Zoning Cod� ,
Issues for Consideration
Without any variances a replacement seasonal residence could be constructed on the lot. If
the structure complied with all other applicable zoning regulations only building permit
approval would be required. The steep slope would probably preclude simply moving the
cabin to a location father from the lake, so a replacement residence would most likely be
larger than the proposed expansion of the existing structure. The area where the structure
could be located is about 20 feet above the lake so it would probably be more visible that the
current structure.
Is the wooded slope is an important enough ecological and visual resource to justify granting
the variances that would allow it to remain undisturbed?
Are there ways to mitigate the visual and water quality impacts of the variance?
Possible ways to limit water quality impacts include lakeshore buffers,rain barrels,rain
gardens, and similar measures. Restricting the exterior colors of the dwelling,restricting
vegetation removal and requiring large shrubs in front of the deck could reduce the visual
impact.
The 48 inch high retaining wa11 outside the 0 to 75 foot zone is necessitated by the changes to
grade made to accommodate the septic system. It is unclear if the retaining wall within the 0
to 75 foot zone is necessary without the addition.
For structural reasons the entire structure should be on the same type of foundation. Staff
does not have a position on the foundation type variance. The reasons for requiring a
perimeter foundation are uncleax. Only in the RS district is a perimeter foundation required. .
Both types of foundations have frost footings.
Are there any other issues or concerns with this application? "
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FILE 07-3323
October 14,2007
' Page 5 of 5
Staff Recommendation j
Planning Staff recommends approval of the retaining wa11 height variance and, if the City
Engineer determines the retaining wall within the 0 — 75 foot zoned is necessary for the
existing stxucture, approval of the locatiori+and hardcover variances, subject to removal of the
31 square foot lakeshore deck in the northeast corner of the property and relocation of the
shed out of the 0 to 75 foot setback. ;,
If the Commission determines granting �the variances to allow the additions is appropriate,
Planning Staff would recommend the following mitigative measures:
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1. The exterior of the structure (including the roo� to be darker earth tones with the
crawl space enclosed in the same color materials as the upper portion of the structure.
2. Large native shrubs to be planted�n front of the deck.
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3. Lakeshore buffer for 75 perCent of the shoreline. (This is the ercenta e
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recommended by DNR). ;
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4. Installation of gutters and downspouts with the runoff being directed to rain
garden(s). �
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Cit of Orono
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Variance Application
Street Address: Application# �� — �J 3 �"�
O�0� 2750 Kelley Parkway ' Date Received: — -7
O Orono, MN 55356 Amount Paid: �j ,
Staff.
Main: 952-249-4600 ; Fee: $600
fax: 952-249-4616
��t ��,�F Mailing Address: . Renewal: $300
qkE8H�4' P.O. Box 66
� After-the-fact: $1,200 Double Fee
Crystal Bay, MN 55323-0066
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This application form must be completed in full. Appiicant will be notified within 15 da s as to the status of the
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app�ication. Incomplete applications will not be placed on Planning Comrnission Agendas. .
PROPERTY INFORMATION: � �
Site Address: /Q
Property Identification Number IN): �;�'// ���� 3oQ3�!
(Attach legal description to application if pot included on the survey.)
Date�Property Acquired (month/year): i� ❑ Yes, I own the adjacent parcels. �
Present use of prope : �"Residential ❑ Other �
Zoning District: S. �
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� APPLICANT INFORMATION: (Com lete egal n�ames an marital status required for each interested party)
Name: ��i�GcC�Gt..�'�S ��h�n„f{
Phone (home): �( ' 7y� � Phone (work): � I/� � U
Complete Address: — � � y R —
Email: �
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OWNER INFORMATION: (Complete legal name� a d arital status required for each interested pa )
Name: �rc�5'o� �� �.;.� , �
Phone (home): ,� Phone (work)': p '
Complete Address: o ' �/ � � �
Email: '� Fax: �
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We are proposing to extend the existing cabin 10 feet to the rear and add a 2"d story: �
This would be a 3 bedroom 2 bath cabin with approx 1,800 sq ft. floor space when
finished. �
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We are requesting a variance because adding on to the existing home would be non
conforming. (The existing home is non�conforming).
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� City of Orono
. Variance Application
Street Address: Application# �� - �3 a3
�Q� 2750 Kelley Parkway � Date Received: — '�
O O Orono, MN 55356 , Amount Paid: Ob . �
Staff:
Main: 952-249-4600 Fee: " $600
fax: 952-249-4616
� � � Renewal: $300
�� ��`� Mailing Address: � After-the-fact: $1,200 Double Fee
r9k'EsHO�``'� P.O. Box 66 _
Crystal Bay, MN 55323�0066
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This application form must be completed in full. Applicant will be notified within 15 rJays as to the status of the
app�ication. Incomplete applications will not b M placed on Planning Comrnission Agendas. .
PROPERTY INFORMATION: - '�
. Site Address: /� ' 2
Property Identification Number IN): ���j ��3� 3o�.3S�
(Attach legal description to application if not included on the survey.)
Date Property Acquired (month/year): '� ❑ Yes, I own the adjacent parcels.
Present use of prope : �"Residential ❑ Other � �
Zoning District: .S�. , , , ,
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�APPLICANT INFORMATION: (Com lete egal names a marital status required for each interested party)
Name: ��ruC�`GC-�'PS ��`i�m.f�
Phone (home): � �9� `� Phone (wo�k): � Z/ � U
Complete Address: — " y � .
Email: �� � �
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OWNER INFORMATION: (Complete legal names a d arital status re uired for each interested a
� q P �Y)
Name: l rG�S'o� i. .
Phone (home): i� Phone (work): � � '
Complete Address: �� � �yn�/
Email: '� Fax: �
D�SCRIPT{ON OF REQUEST: � ', Estimated Project Cost: $ � 7 p�0�
Describe the request in det il (attach additional sheets if necessa �
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REQUIRED SUBMITTALS: ��G��%2�:� ����i�
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All of the following information must be submitted b the a lication d i�'� .
_ y pp eadline date in order for your
application to be processed. �
� Pre-Application Meeting Form, completed by a Ciiy Planner.
❑ Completed Application Form
Completed Hardship Documentation Form
� s Certified Property Owners List— owners within 150' of the subject property, labels and plat map.
' List, labels and map may be obtained from Hennepin County Department of Finance,
Government Center, A-603 300 South 6th Street, Minneapolis, telephone 612-348-5910
� Original Certificate of Survey (signed by a licensed surveyor), meeting all the requirements
listed within this packet, including hardcover calculations. Two original (scaled) versions and
. provide one copy 8.5" x 11" or 11" x 17" for reproduction.
� Completed hardcover calculation worksheets (as provided within the variance packet).
` Topographic survey — including existing and proposed elevations, and proposed grading and
drainage. "�For lakeshore properties the contours should be shown extending 50' into the
� adjacent properties. Provide one copy 8.5" x 11" or 11" x 17" for reproduction.
I Sketches or plans of floor and elevafion views (finro scaled and one copy 8.5"x 11" or 11" x 17").
�� * For "rebuild" or "remodel" projects the applicant should provide an additional elevation la
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illustrating the proposed addition/new home envelope overlapping the existing. Additionally, all
setbacks should be shown three-dimensionally on the elevation drawings. *see staff for more
information. � • .
�' For rebuild and remodel projects a neighborhood perspective elevation view may be required.
� *see sfaff for more information on this requirement. �
�Additional items may be requested by City Staff depending on the scope of the project. *
�G'f- fr+�w. ehq�htu� th+�4- �tha. Znd sl� coN. be. e�.ldecj �o excsh►� s�in,clwe,
APPLICANT'S ACKNOWLEDGEMENT: � �
The appficant hereby agrees to provide all information required or requested by the Planning
Department, agrees to pay additional fees (staff time not covered in the original fee payment) and/or
consultant expenses incurred in review of this application and certifies that the information supplied is
true and correct to the �est of his/her knowledge. The applicant recognizes that he/she is solely
responsible f6r submit�ing mple application being aware that upon failure to�do so, the
staff has no alternative u o reje it until it is complete or to recommend the request for
denial of the request re - less o s potential merit. '
Applicant's Signature: Date: �'���
Applicant's Signature: Date:
OWNER'S ACKNOWLEDGEMENT:
The owner hereby acknowledges and agrees to this application and further authorizes reasonable
entry onto the property by City Staff, consultants, agents, Commission & Council Members for
purposes of investigation r�d-ve�catio of this request. � - �
g r r se 7" � o��o �
Owner's Si nature: ` Date: ,
Owner's Signature: ( Date:
Applicant must have all sub ittals into the City offices 25 days before the Planning Commission
Meeting. Planning Commission Meetings are no�mally held on the third Monday of each month.
Applicants must be present at all scheduled review meetings of the Planning Commission and
Council. If an applicant is unable to attend a scheduled meeting, please make arrangements to
have an authorized representati�e attend in place of the applicant and advise the Ciiy Planner
assi�ned to,your„project...
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Pre-A-pplication Meeting Form
(This form is to be completed by a City Planner during your pre-application meeting.*) .
Street Address: Mailing Address: ' For Office Use Onlv:
2750 Kelley Parkway P.O. Box 66 City Planner. ��
Orono, MN 55356 Crystal Bay, MN 55323-0066 Meeting Date/Time: 8 Z8 0 7
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PC Date:
Main: 952-249-4600 ; �
Fax: 952-249-4616
What is the purpose of a pre-application meeting?
Pre-application meetings aid the applicant in p+reparing a complete proposal, inform them of the
procedures and requirements of the city code;�and identify policies or regulations that create
opportunities or problems for the proposal. ; �
PROPERTY tNFORMATION: � �
Site Address: 2l0 �l4 1s�✓�'�.(%�
Property Identification Number (PIN): +�
Zoning District: j�S Size of Property: yl p �
DESCRIPTION OF REQUEST: '�
❑���A erage Setback ❑ Side Yard Setback 0 Rear Yard Setback ❑ Front Yard Setback
0"Hardcover ❑ Lot Coverage � Lot Area ❑ Lot Width
C�'Other: (_� ;� '
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Applicant's, HARDSHIP: Applicant has received the Hardship Documentation Form,
Initials. � understands it as it has been explained to.them, and is aware that it must
be completed and suqmitted in conjunction with their formal variance
application. !I
OTHER INFORMATION:
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*Please note: Your vari nc applic tio ill NOT be�accepted without a pre-application
meeting during which thi fo will b o leted by City staff.
Applicant Signature: � Date:
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�Qtt$Qn� Basset Creek Business Center
Macdonald 901 North 3rd Street, #100
Young Minneapolis, MN 55401
structural ' 612-827-7825 voice
' engineers 612-827-0805 fax
September 17,2007
Mr. Ross Langhans � sent via email
Structures Unlimited, Inc. '
5425 Clayton Drive �
Maple Plain,MN 55359
Re: Big Island Additional Level
MMY Job#: 07473
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Dear Ross:
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At your request,we have performed an initial structural review of the Big Island Additional Level project.
Our review was based on several phone conversations with yourself and Tina of Structures Unlimited,
� Inc., plans prepared by Structures Unlimited labeled PRELIMINARY PLANS FOR CITY REVIEW, and
limited preliminary calculations. ��
Attaching an addition to the rear of the house and,'adding a level to the existing structure by removing the
existing roof and providing new attic trusses is structurally feasible provided reinforcement is provided to
the exis6ng headers, rim beams,footings,and milscellaneous items as necessary. . .
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It is my understanding that Mattson Macdonald Young will be involved during the construction documents
phase of work to provide structural information a(necessary.
The above opinion is based on discussions with IStructures Unlimited, limited calculations, and a field
observation. This opinion does not address any other portions of the structure,nor does it provide�any
warranty, either expressed or implied,for any portion of the structure. No attempt was made fio perform ,
an exhaustive investigation of alI conditions and building elements. It is possible that conditions exist that
cannot be discovered or judged as a result of thiis limited nature of investigation.
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Feel free to call if you have any comments or questrons. .
Sincerely, 'i
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Arlen P. Grant;P.E. ,'
Mattson Macdonald Young, Inc. �
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ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM
{ (we) � d�' �of 200 $% /sl�G� .
[print name(s) [pri�t addressJ
have reviewed the plans for the proposed improvement or proposed use of the property located at
2/O ,8/' / also referred to as Land Use Application No. �
1 (we) understand that in executing this ackl owledgement, I (we) am (are) not asked to declare
approval or disapproval of the property or use but merely to confirm for the City Council that I (we)
am (are) aware of the improvement plans and that the proposed neighbor's project or use requires
Council approvaL
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Property Owner ' Date ,
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Property Owner • Date �
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***�k1k'k*'k**ic*�F4at#�InHttk*****ic*ie irirkft'kk***�kft*9nk***itie***tk****�k#+Irie**k**'k
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I (we) � o f
[print name(s)] [print address] . .
have reviewed the pfans for fhe proposed i Iprovemenf or proposed use of the properly located at
also referred to a i Land Use Application No.
i .
I (we) understand that in executing this acknowledgement, I (we) am (are) not.asked to declare
approval or disapproval of the property or use but merely to confirm for the Cify Council that I (we)
am (are) aware af the improvement plans and that the proposed neighbor's project or use requires
Council approval. 1 . �
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Property Owner Date �
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Property Owner Date '
If you have any information that may�lassist the City in the review of this Land Use
Application, please submit your comments to the Buifding & Zoning Office at least 10 days
. prior to the scheduled meeting date. :�
ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM
I (we) of �� ! Q
[pr t name(s)] [print address]
h ve r iewed th pla s for the proposed improvement or proposed use of the property located at
� � �_also referred to as Land Use Application No. .
I (we) understand that in executing this acknow(edgement, I (we) am (are) not asked to declare
approval or disapproval of the property or use but merely to confirm for the City Council that I (we)
am (are) aware of the improvement plans and that the proposed neighbor's project or use requires
Council approva. `
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Pr rty Owner ' Date
Properly Owner � � Date
*,�.��,� .�,�*.��,���**�,�,�*
I (we) of
� [print name(s)j [print address] � �
have reviewed the plans for fhe proposed improvement or proposed use of the property located at
� also referred to as Land Use Application No:
� I (we) understand that in executing this acknowledgement, l (we) am (are) not.asked to declare
approval or disapproval of the property or use but merety to confirm for the Cify Council that I (we) .
am (are) aware of the improvement plans and that the proposed neighbor's project or use requires
Council approval. � '
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Property Owner Date
Property Owner Date �
If you have any information that may assist the Cify in the review of this Land Use
Application, pfease submit your comments to the Building & Zoning Office at least 10 days
, prior to the scheduled meeting date.
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HARDSHIP DOCUMENTATION FORM
This form is a required submittal for ALL variance applications. An application
will not be considered complete or plac��d on any meeting agendas until this forrn is
complete and submitted to the City. •
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Minnesota State Statutes Section 394.27, Subdivision 7 requires that a hardship be
demonstrated in order for a variance to b+e granted. The hardship must be unique to the
property as variances n.in with the land and not the land owner. Personal and economic
situations are not considered valid hardsF►ips. In order for an application to be heard by
the Planning Commission and City Council a hardship having merit must be
demonstrated. '
,' .
HOW DO I PROVE A HARDSHIP?
This form has 12 points outlinirig the basis City staff uses to determine if a hardship
exists and how the variance will affect the surrounding community. To prove a hardship,
address all the relevant points listed below and answer them as clearly as possible.
,
Since you are requesting the code exception, you have the burden of proving that the
variance is justified. The information the City receives is what is used in determining a
denial or approval recommendation. If you leave something out it wi II not be considered.
I
Please address each of these hardship�criteria as they relate to the request (some may
not apply): ;I ,
.
1. "The property in question carinot be put to a reasonable use if used under
conditions allowed by the official controls."
Due to the nature of the lot,the set back from the lake and the position of the new septic
svstem,there is essentially no room for a conforminq structure.
I�
2. "The plight of the landowner isl due to circumstances unique to his property not
created by the landowner." 1�
This is a unique property becaus'e it is nearly level near the lakeshore, but then steeply
slopes upwards at the back(west)end of the lot in which a conforminq septic svstem
has been installed with tremendous di�culty and the loss of numerous trees
(See Hardship Statement below for additional information.)
3. "The variance, if granted, will �ot alter the essential character of the locality."
True—the setback variance will permit the retention of the oriqinal structure on the propertv
whereas denial of the variance will require tearinq down the oriqinal structure and
buildinq a new structure in a cur�entl heavily treed natural area adlacent the conforminq
septic system. '�
4. "Economic considerations alone shall not constitute an undue hardship if
reasonable use for the property exists under the terms of the Zoning Chapter."
Althouqh the economic expense is not the onlv factor it is one factor It miqht be possible
to demolish the current structure and relocate to a conforminq site However qiven the
nature of the lot,this would likely require replacement of a brand new conforminq septic
system (installed in August,2007), removal of much of the tree cover, and regrading
much of the lot, including barge�removal of excavated materials.
�
Page 2 of 3
5. "Undue hardship also includes, but is not limited to, inadequate access to direct
sunlight for solar energy systems. Variances shall be granted for earth sheltered
construction as defined in Minnesota Statutes, Section 116J.06, Subd. 2, when in
harmony with#his Chapter."
Not applicable �
6. "The Board of Appeals and Adjustments or the Council may not permit as a �
variance any use that is not permitted under this Chapter for property in the zone
where the affected person's land is located."
This property is and will continue to be used as a single-family seasonal dwelling and
property.
7. "The Board or Council may permit as a variance the temporary use of a
one-family dwelling as a two-family dwelling."
Not applicable. This property will be used as a one-family seasonal dwelling. '
8. "The special conditions applying to the structure or land in question are peculiar
to such property or immediately adjoining property."
Yes-this propertv is unique due to its beinq nearlv level near the lakeshore where the
existing structure is located,with a steep slope upwards awa from the lakeshore and
because of the kevhole at one end of the qropertv.
9. "The conditions do not apply generally to other land or structures in the district in
which said land is located."
True
10. "The granting of the application is necessary for the preservation and enjoyment
of a substantial property right of the applicant."
Yes-based upon the new conforming septic system installation in August of this year
and the unique characteristics of this property the placement of anv structure is very
limited.
11. "The granting of the proposed variance will not in any way impair health, safety,
comfort, morals, or in any other respect be contrary to the intent of the Zoning
COd@."
True
Page 3 of 3
. 12. "The granting of such variance will not merely serve as a convenience to the
- applicant, but is necessary to alleviate demonstrable hardship or difficulty."
Yes-the hardship and difficulty being�the steep slope upwards away from the lakeshore,
combined with the area required by th'e conforminq septic system, and the set 6ack
requirements from the lakeshore. �I
1
Hardship Statement ;
Should you feel the hardship cannot fully�be described in the above criteria,•describe the
unique hardship, practical difficulty or un'usual property conditions preventing compliance
with Zoning Ordinance requirements in±the following lines (attach additional sheets if
necessary):
In addition to the unipue characteristics of the,propertv described above,this propertv also includes
a pre-existinq (1960's?)man-made"kevhole"�at one end of the lakeshore. The kevhole requires an
even greater setback as defined by the official controls, making it harder and more di�cult to find a
location for a conforming structure on the pro"perty. A photo raph of this ke hole is attached.
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, He�nepin County Variance Map Page 1 of 1�C
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; ' Hennepin County Taxpayer Services: Variance Labels
' ; This is not a legally recorded map.lt represents a compilation of information and data from City,Counry and State authorities.
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Parcel Information� � Date Printed:9/17/2007 2:08:SO PM
ParcelID:23-117-23-23-0034
Owner Name:J K CHAMPLIN&A R CIiAMPLIN i
Parcel Address:210BIG ISLAND ORONO M]V,55331 ' �
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STRUCTURES UNLIMITED,wc. � .PRELIMINARY PLANS FOR CITY D S
JUD &ALEYA CHAMPLIN REVIEW m �
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ORONO, MN . �
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� 2335 Highway 36 W
St.Paul,MN 55113
� Te1651-636-4600
Fax 651-636-1311
www.bonesVoo.com
' �Bonestroo
September 27, 2007 j . �
i
Ms. Evelyn Turner j
Planner i
City of Orono � I
Post Office Box 66 � �
Crystal Bay, MN 55323 i
1
Re: 210 Big Island i
File No. 000139-07000-1 �
,
Plat No. 07-3323
�
Dear Evelyn: '
We have reviewed the survey certificate for 210 Big Island, dated 9-18-07.The plans show construction of
a retaining wall and addition to the existing home. We have the following comments with regards to
engineering matters: �
• The entire existing home is located within the 0-75' setback area. The grading along the sides of
the existing home will improve drainage by channeling overland runoff away from the house.
Locating the retaining wall within the 0-75`setback is necessary to maintain proper drainage away
from the proposed addition.
• The grading west of the proposed addition should be performel to direct water around the home.
- • The plans show the removai of approximately two feet of soil above the existing septic sewer lines.
The applicant should verify that adequate cover is maintained to prevent freezing or insulate the
pipe.
If you have any questions, please call me at(651)604-4894. i
Yours very truly, , i
I
Bonestroo I .
. �— � . �
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Darren Amundsen ; �
cc: Tom Kellogg
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a
RS SEASONAL RECREATIONAL DISTRICT i
Sec. 78-561. Purpose.
� The RS seasonal recreational district is intended to p�ovide a district which will allow a
low-density seasonal form of residential developmenti or recreational activity on the three
Lake Minnetonka islands within the city, Big Island,Mahpiyata Island and Deering
, Island are totally surrounded by water. Special problems exist because of their isolated
location and because there is no direct access by land�or bridge. Transportation is
di�cult, dangerous and slow, especially in fall or spnng when the ice is forming or
� melting. Engineering, financial, administrative and practical difficulties prevent servicing
the islands with sewer or water utilities, garbage collection, or complete police, fire,
medical emergency or other municipal services. The islands have historically been used
for summer cabins, camping spots,temporary boat 1 �andings and a disabled veterans'
summer camp. As long as this usage remains minim�al,public health and safety is
' reasonably maintained: But development forecasts iridicate increasing pressures for more
intensive usage that could easily exceed the city's public service capabilities. For these
reasons,the'city's comprehensive plans have long-established policies encouraging
eventual public ownership of the islands as recreational resources for general lake users.
In addition, limited private seasonal recreational use��would be allowed to continue
indefinitely, subject to strict conformance with special health and safety standards. The
RS district is established to implement these special�planning policies.
(Code 1984, § 10.31.(1)) I
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Sec. 78-562. Future amendments. '
The RS district regulations represent an innovative attempt to solve the unique problems
relating to lustoric use and previously platted substandard lots on the islands while at the
same time assuring the property owners of continue�d reasonable use of their property. It
may be found�by subsequent city councils that this division was not restrictive enough to
protect the health, safety and welfare of the citizens�and that new development potential
granted to property owners by this division may have to be modified. Therefore, no new
development rights granted by"this division shall be�deemed to be vested property rights
but shall remain subject to future modification by tlie city.
(Code 1984, § 10.31(19)) �
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