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A
` MINUTES OF THE
ORONO PLANNING COAZNIISSION MEETING
Monday, October 15,2007
� 6:00 o'clock p.m.
ROLL
The Orono Planning Commission met on the above-mentioned date with the following members
present: Chair Ralph Kempf, Commissioners Jaye Ann Zullo,Dick Kroeger,Kim Kang,Michelle
Winer, and Tess Rice. Representing Staff were Assistant City Administrator for Long-Term Strategy,
Planning and Zoning Coordinator Melanie Curtis,Planner Evelyn Turner; and Recorder Jaclde Young.
Commissioner Jon Schwingler arrived at 6:12 p.m. City Council Member Rahn was present.
' Chair Kempf called the meeting to order at 6:01 p.m.
" APPROVAL OF MINUTES
1. PLANIVING COMMISSION MEETING OF SEPTEMBER 17,2007
Kang moved,Winer seconded,to approve the minutes of the September 17,2007 Planning
Commission meeting as submitted. VOTE: Ayes 5,Nays 0.
CONSENT AGENDA
Item No. 7 was added to the Consent Agenda.
Chair Kempf opened the public hearing for Item Nos. 2, 3, 4, and 7 at 6:04 p.m.
There were no public comments concerning these items.
Chair Kempf closed the public hearing at 6:04 p.m.
Kroeger moved,Zullo seconded,to approve the Consent Agenda as amended. VOTE: Ayes 5,
Nays 0.
*2. #07-3319 THOMAS AND ERIN KIELEY, 1995 FOX RIDGE ROAD,VARIANCE
Kroeger moved,Zullo seconded,to recommend approval of Application#07-3319,Thomas and
Erin Kieley,1995 Fox Ridge Road,granting of a setback variance. VOTE: Ayes 5,Nays 0
*3. #07-3321 KEITH NORD, 1245 LAKEVIEW AVENLTE,VA,RIANCES
Kroeger moved,Zullo seconded,to recommend approval of Application#07-3321,Keith Nord,
1245 Lakeview Avenue,granting of setback variances to allow construction of a second story
addition and alter the roof over the open front porch. VOTE: Ayes 5,Nays 0.
PAGE 1
A
MINUTES OF THE '
ORONO PLAN1vING COMIVIISSION MEETING
Monday,October 15,2007
6:00 o'clock p.m.
*4. #07-3326 THEODORE SCHULTZE AND MARY STEIL-SCIiULTZE,744 BROWN
ROAD NORTH,CONDITIONAL USE PERNIIT
Kroeger moved,Zullo seconded,to recommend approval of Application#07-3326,Theodore
Schultze and Mary Steil-Schultze,744 Brown Road North,granting of a conditional use permit
and setback variance in conjuncHon with a covenant pursuant to Code Section 78-303(1'n.
VOTE: A�es 5,Nays 0.
OLD BUSINESS
5. #07-3305 LAKE COUNTRY BUILDERS ON BEHALF OF JAMES ZIMMERMAN,
2745 SHADYWOOD ROAD,VARIANCE,6:06 P.M.—6:55 P.M.
Gregg Graton with Lake Country Builders,and James Zimmerman,Applicant,were present.
Curtis stated this application was discussed at the August Planning Commission meeting as well as the
September Planning Commission meeting. There were four Commissioners in attendance at the August
meeting. At that time 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 roofline 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 would have been taken,at
least this one Commissioner would have voted to deny the application. Generally the applicant was
given direction and the application was tabled to the September meeting.
At the September Planning Commission,the applicant brought two separate revised options forward.
Both of these options generally met the direction given at the previous meeting. Only one of the
commissioners present at the August meeting was present at the September meeting. 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,they requested their application be
tabled.
Curtis stated the first option being presented tonight eliminates the screen porch addition at the point
end of the property but proposes to retain an existing grade level patio and pergola. The second option
proposed has the screened porch and balcony above the patio. These options appear to respond to the
direction given by the Planning Commission at the August meeting. The existing pergola over the
existing patio does constitute structural coverage and adds to the massing of the lot.
Curtis noted while the driveway does not function as a turn-around for the neighborhood,the Fire
Marshal does maintain that a residence 150 feet from the public roadway must provide a turn-around for
emergency vehicles. The turn-around should not be nanower than 14 or 15 feet in width,which would
require that the hardcover for the existing driveway be maintained at a somewhat lower level but kept at
the same width.
PAGE 2
,
' MINUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday,October 15,2007
6:00 o'clock p.m.
(#07-3305 Lake Country Builders, Continued)
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 the Planning Commission find that the applicanYs revised plans meet the direction provided at
the August meeting,then an approval recommendation could be forwarded to the City Council.
James Zimmerman stated he has resided in this property for approximately 14 years,with the home '
being constructed in 1959 and consists of roughly 2900 square feet. The lot is nonconforming and an
existing boathouse exists on the property. Currently the property has 24 percent hardcover and 9.6
percent structural coverage. Two-thirds of the hardcover consists of the driveway,with the rest
consisting of the house.
Zimmerman indicated his building objectives were to develop a plan that would be better for Lake
Minnetonka and the environment,would be supported and embraced by his neighbors,would fit in and
be appropriate for the site and the neighborhood, and modernize the property. Zimmerman indicated a
number of years ago he worked for the DNR and Wildlife Forever on a shoreline vegetation program for
Minnesota and over the years has made some modifications to his property in an effort to help the
environment. The current plans propose incorporating a significant rain garden element that would
significantly reduce runoff and benefit the lake. In addition,three areas of vegetation were added
approximately five to six years ago to the property,which is where the rain garden would also be
located.
Zimmerman noted a couple of his neighbors are in attendance at tonight's meeting and are supportive of
the project,with the goal of the neighborhood being to enhance individual properties. Zimmerman
indicated he did make every attempt possible to ensure that his neighbors' views were not blocked by
this project and that structural coverage will be under the 15 percent structural coverage. The current
structure is a 1950's rambler and does not have a main floor bathroom. The issues outstanding are the
boathouse,the driveway,which is the reason for the variance request since the driveway constitutes
about two-thirds of the total hardcover.
Zimmerman indicated he would prefer to narrow the driveway in order to make the proposed hardcover
neutral with what is there today but that he understand the fire depariment would prefer to keep the
driveway as is and he would be amenable to that if that is the direction of the Planning Commission.
Zimmerman stated in his view Options 1 and 2 presented at the second Planning Commission meeting
met the direction provided by the Planning Commission following the detailed discussion at the August
meeting, as neither plan adds hardcover toward the point and both employ a reduced roofline as
requested.
Zimmerman displayed a number of photographs of his property and the other houses in his
neighborhood from the lake. Zimmerman noted the area where they are proposing to add the addition is
very well screened and is not visible for the majority of the neighbors.
Zimmerman reiterated his goal is to create a plan that would protect and help preserve the lake as well
as conform with the rest of the neighborhood.
Chair Kempf opened the public hearing at 6:18 p.m.
PAGE 3
NIINIJTES OF THE '
ORONO PLANNING COMMISSION MEETING
Monday,October 15,2007
6:00 o'clock p.m.
(#07-3305 Lake Country Builders,Inc.,Continued)
Dick Ogle,2771 Shadywood Road, indicated he spoke with the applicant approximately two months
ago and has viewed the applicant's lot vYith his wife. The project seems to be a good idea and he is
interested in improving the appearance of the lot. Ogle indicated they are totally in favor of the project.
Richard Gay, 2735 Shadywood Road, stated basically the view they have of the property is the most
glaring of any of the neighbors that have a view of Mr.Zimmerman's house and that their view is not
negatively impacted by what is being proposed. Gay stated as far as the impact on the neighbors,the
fact that this property is well screened,there would be very little impact to them and that the project will
improve the overall appearance of the property and generate additional tax dollars for the City. Gay
expressed surprise that the Planning Commission was not totally in support of the project at the last
Planning Commission meeting and encouraged the Commission to approve Mr.Zimmerman's
application.
Chair Kempf closed the public hearing at 6:22 p.m.
Kempf stated one of the issues that should be discussed is the following language contained in the
Planner's Report,which says: "Procedurally speaking,it would be correct to make the assumption since
the applicant followed the direction given by the maj ority of the Commissioners at the August meeting,
as long as that direction was followed,the Planning Commission would move it on to the Council with
an approval recommendation. This did not happen. While there is no legal obligation for the second
group of Commissioners to honor the direction g-iven by the first 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."
Zullo stated she appreciates a couple of the neighbors being in attendance at tonight's meeting and
aclrnowledged that the property is well screened. Zullo noted the issue that has to be considered by the
Planning Commission is the amount of hardcover on the property regardless of the amount of screening.
In looldng at the property,the hardcover is currently at 24 percent and is being put to reasonable use.
Zimmerman stated as long as the driveway exists and the fire depariment requires it to be in that
location,they are limited in how they can develop this property.
Zullo stated the applicant did purchase the property with the driveway already in existence and that he
was aware of the limitations of the property.
Zimmerman noted they are not increasing the overall hardcover on the lot.
Curtis stated the applicants are proposing to reduce the driveway by approximately 1,000 square feet,
which,to her lrnowledge, still leaves the driveway at a width of 14 to 15 feet.
Zimmerman stated they have not heard back from the fire department on their proposed changes.
Zimmerman stated he is unsure whether there is a law that requires him to have the driveway at 14 feet
and that they would like to make the changes to reduce the hardcover on the lot.
PAGE 4
` MINUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday,October 15,2007
6:00 o'clock p.m.
(#07-3305 Lake Country Builders,Inc.,Continued)
Zullo commented that she would like to hear from the fire department on the driveway issue before a
decision is made on the application.
Curtis inquired whether the proposed driveway would be 14 feet wide.
Crraton stated the driveway as presented tonight is not 14 feet wide and they are proposing to reduce it to
10 feet in width.
Curtis stated she also is not sure whether there is a law requiring the driveway to be 14 feet wide as
requested by the fire department but that Staff could fmd that information out. Curtis stated the
proposed hardcover by the applicant at 243 percent is with the driveway being reduced to
approximately ten feet in width.
Crraton stated he understands the City of Orono does not allow for a reduction in hardcover by using
pervious materials but questioned whether they could substitute pervious materials for a portion of the
driveway to help with the hardcover. Graton stated to his understanding the reason the City does not
recommend pervious materials is that over time they tend to clog up.
Curtis stated that is correct.
Gaffron stated there is a yard in Stone Bay that is underlaid with a grid and a base that would allow fire
truck access across a boulevard that is 20 or 30 feet in length.
Zimmerman commented that it sounds like there is a solution that could be implemented and that he is
happy to incorporate that option.
Curtis stated if Staff were to consider that type of solution, Staff would require that that portion of the
driveway not be driven on except in the event of an emergency.
Zullo asked if half the circled driveway would be closed off,whether the applicant would still have
access to his garage.
Zimmerman stated he would.
Graton noted that grid was proposed in one of their earlier plans.
Gaffron stated the City has not considered any of these pervious systems as nonhardcover,and until
City policy changes,the Planning Commission would still be looking at granting a hardcover variance.
Kroeger inquired whether that would also include the grid.
Gaffron indicated it would.
Kroeger inquired whether the deck would equal the size of the existing pergola.
Zimmerman indicated it would.
PAGE 5
NIIl�TUTES OF THE '
ORONO PLAI�TNING COMMISSION MEETING
Monday,October 15,2007
6:00 o'clock p.m.
(#07-3305 Lake Country Builders,Inc., Continued)
Kroeger asked if the driveway remains at 14 feet in width,what the hardcover would be.
Graton sta.ted the existing driveway is 4,360 square feet and the proposed is 3,344 square feet.
Curtis indicated she would need to calculate the amount of hardcover with the driveway at 14 feet.
Kang commented she has a concern if the hardcover in the 0-75 foot zone increases. Kang indicated she
would like to hear what the recommendation of the fire department is on the driveway but that she
would prefer to see the driveway reduced if at all possible.
Kempf stated it is unfortunate that the Planning Commission was not in full agreement at the last
meeting but that there is no guarantee that every commissioner will feel the same way as other
commissioners.
Kempf stated when they look at the current situation in terms of hardcover,there are two issues that
should be considered. One is that this is a hardship lot and there is no place to construct outside of the
0-75 foot zone. Two, at the time the applicant was proposing the hardcover remain at 24 percent,that
seemed to be pretty reasonable but that the driveway hardcover issue is something that needs to be
resolved.
Curtis stated with the existing driveway and proposed improvements,the hardcover would be at 26.9
percent for the 0-75 foot zone,for an increase of 2.9 percent.
Zullo concurred that the lot is limited in its buildable space but pointed out that the applicant is
proposing to decrease the setbacks even further. Zullo noted the property is currently being put to a
reasonable use.
Zimmerman stated they are very limited in their options and that reasonable use is an arbitrary term.
Given the fact that the house was originally constructed in the 1950's,there comes a point when what
currently exists is not reasonable based upon changes in the neighborhood.
Kempf commented this is a unique lot and probably has significant value because it is located on a
point. Kempf stated reasonable use for this lot versus a typical lot is that in his view a more valuable
type of house belongs on this lot.
Zullo stated based on the special aspects of the lot,what currently exists is reasonable and that the
Planning Commission should take this application to a vote.
Winer sta.ted Exhibit H states that the entire property is a peninsula and that the Planning Commission
established at its August meeting that the lot is a hardship lot and that it is not Mr.Zimmerman's choice
to have the driveway as it currently exists. Winer noted the applicant is below the City's height
requirements and that the applicant is attempting to improve the runoff situation by incorporating a rain
garden into his plans.
Kroeger asked whether the house was constructed in 1991.
PAGE 6
` MIl�TUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday, October 15,2007
6:00 o'clock p.m.
(#07-3305 Lake Country Builders,Inc., Continued)
Zimmerman stated there was a master bedroom that was added in 1991.
Kempf noted the proposed structural coverage for the lot is 13.6 percent,which is below the allowable
limit. Kempf indicated he would prefer to reduce the hardcover back down to 24 percent.
Zimmerman stated if they are unable to reduce the driveway,it would be very difficult to reduce the
proposed hardcover.
Curtis noted only 275 square feet of the property is located within the 75-250 foot zone.
Zimmerman indicated iwo-thirds of the hardcover consists of the driveway. Zimmerman stated he
would like to keep the amount of hardcover at what currently exists but that he is limited in reducing the
hardcover due to the driveway.
Winer moved,Kroeger seconded,to recommend approval of Application#07-3305,Lake Country
Builders on behalf of James Zimmerman,2745 Shadywood Road,granting of a lake setback
variance, subject to the hardcover remaining at 24.3 percent and subject to the driveway
conforming to the recommendation of the fire marshal. VOTE: Ayes 5,Nays 1,Zullo Opposed.
Zullo indicated she is not in favor of the application because the structure is being moved closer to the
lake by 3.5 to 4 feet.
NEW BUSINESS
6. #07-3317 DAN HESSBURG WITH HESSBURG HOMES,774 TONKAWA ROAD,
AFTER-THE-FACT VARIANCE, 6:55 P.M.—7:08 P.M.
Dan Hessburg,Applicant,was present.
Curtis stated the applicant is requesting the following after-the-fact approvals in conjunction with a
newly constructed home:
1. Hardcover variance to permit 30.3 percent existing hardcover within the 75-250 foot zone
where 27.2 percent was previously approved.
2. Hardcover variance and conditional use permit for grading within the 0-75 foot zone to
construct an in-grade stair system with walls consisting of 360 square feet of hardcover where
270 square feet was previously approved and existing.
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 house
were granted in addition to a hardcover variance within the 0-75 foot zone to allow 360 square feet of
hardcover where 270 square feet was previously approved within the 75-250 foot zone pernutting 27.2
percent hardcover where 25 percent is normally allowed for the new residence.
PAGE 7
MINUTES OF THE '
ORONO PLANNING COMMISSION MEETING
Monday,October 15,2007
6:00 o'clock p.m.
(#07-3317 Dan Hessburg,Continued)
Last fall during the inspection process, 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 conduced grading within the 0-75 foot zone to construct an unpermitted lake
access stair.
Today's as-built survey reflects excesses in hardcover within the 0-75 foot zone,fihe 75-250 foot zone,
and the 250-500 foot zones. Within the 0-75 foot zone where an existing wooden staircase was,a new
staircase and retaining walls have been constructed, which adds to the hardcover. Hardcover within the
0-75 foot zone is now at 6.8 percent and 30.3 percent hardcover within the 75-250 foot zone. The
applicant altered the approved grading 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.
In addition,the applicant has installed downspouts that 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 Commission and consideration should be given to City Council approved plans.
Staff is asking the Planning Commission for a determination on whether there should be hardcover
reductions required in an effort to be consistent with the previously approved variance for the lot or
whether the applicant has provided the minimal hardcover necessary in order to mitigate the
discrepancies in the survey and the house plans. 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. �
Hessburg stated at the time the original plan was submitted,the actual proposed house came within one
inch of the walkout level and two inches of the garage. What was unforeseen was the neighbor on the
easterly side had approximatelyl2 full-grown pine trees and they were unable to grade the lot as
originally designed so a boulder wall was constructed in an effort to preserve those trees and complete
the final grading.
Hessburg stated he has removed the boulder wall and the landings and put the grade back to what it was
originally. Approximately 300 feet of four-inch drain tile was installed to help with the runoff. The
engineer has written a letter to the City stating that the drain tile exceeds what the City requires. He
was requested by the engineer to install two more clean-outs and two more pop-outs,which has been
completed,and he has regraded the whole front yard in conformance with the recommendations of the
City Engineer. Hessburg stated the last city engineer to view the property has indicated that the
property is acceptable and that he was told he should apply for an after-the-fact variance.
Chair Kempf opened the public hearing at 7:02 p.m.
There were no public comments regarding this application.
Chair Kempf olosed the public hearing at 7:02 p.m.
PAGE 8
' MINUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday,October 15,2007
6:00 o'clock p.m.
(#07-3317 Dan Hessburg, Continued)
Kroeger inquired who the engineers were.
Hessburg stated they were engineers from the City and that he has completed the work that the
engineers requested.
Curtis stated the engineers did not have the benefit of a plan depicting the drain tile and there is a
requirement that the as-built depicting that be provided.
Hessburg sta.ted he has provided that information to the city engineer and the city.
Curtis stated the information has to be put on the as-built survey. Curtis suggested the applicant's
surveyor contact Staff for clarification on that issue.
Hessburg stated it has been put on there.
Kempf recommended that the incorporation of the drain tile system onto the as-built survey be made a
condition of approval.
Hessburg commented he has installed a very unique tiling system in every house they have constructed
over the years which allows over 80 percent of the runoff to go into the tile system and that they do it
automatically on every house they construct.
Kempf noted in the future the City should be told what the builder is doing prior to the work being
commenced.
Kroeger stated he did visit the site today. Kroeger asked what the width of the stairs is going down to
the dock.
Hessburg stated the stairway was 4.5 feet wide in the landing areas but that they have removed the
landings and the boulder wall in accordance with the request of the city engineer.
Kempf moved,Winer seconded,to recommend approval of Application#07-3317,Dan Hessburg
with Hessburg Homes,774 Tonkawa Road,granting of an after-the-fact variance, subject to the
drain tile system being incorporated onto the as-built survey. VOTE: Ayes 6,Nays 0.
*7. #07-3320 MARK GRONBERG ON BEHALF OF LUCINDA CHORLEY AND THE
ESTATE OF WILLIAM L.WALDRON, 1860 AND 1880 FOX STREET,SUBDIVISION
Kroger moved,Zullo seconded,to recommend approval of Application#07-3320,Mark Gronberg
on behalf of Lucinda Chorley and the Estate of William L.Waldron, 1860 and 1880 Fox Street,
granting of the re-plat in accordance with the recommendations of the City Engineers. VOTE:
Ayes 5,Nays 0.
PAGE 9
MINUTES OF THE '
ORONO PLANNING COMMISSION MEETING
Monday,October 15,2007
6:00 o'clock p.m.
8. #07-3322 ROBERT AND JORDANNA WILLIAMS, 845 WII.LOW DRIVE SOUTH,
VARIANCE,7:08 P.M.—7:22 P.M.
Robert Williams and Jordanna Williams,Applicants, were present.
Curtis stated the applicant is requesting variances from the required 50 feet wetland buffer and a 20-foot
buffer setback as well as the front yard setback in order to construct a detached workshop building and a
connection between the existing garage and the house. •
The subject property is a sliver of land located adjacent to the north basin of French Lake,which is a
large wetland body. This area is included in the Shoreland Overlay District and is subject to hardcover
restrictions. There is no lake setback impacting the property and the"Preserve"wetland classification
will require a 50 foot buffer and a 20 foot 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.
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. Curtis noted there is an area on the site
where the workshop could be constructed without variances but would require a significant amount of
tree and vegetation removals. The area where the applicants have proposed the building does have
screening from Willow Drive but would be located close to the edge of the wetland. Staff would
request that the exact distance from the wetland to the building be confirmed by the applicant's engineer
prior to the City Council meeting.
In addition,the City Engineer recommends that the applicants enter into an agreement with the City
similar to the conservation easement and buffer management plan to protect the buffer vegetation that is
on site and to enhance the vegetation in the event the variances are granted.
Staff recommends that the Planning Commission discuss whether locating the structure closer to Willow
Drive would be better than a four to ten foot setback from the wetland and whether that would impact
any of the vegetative screening that currently exists on the property. The Planning Commission should
also decide whether restrictions and covenants should be applied over the existing wooded areas to
ensure that trees are not removed in the future.
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 properly,which
is technically two separate lots,be combined prior to the issuance of any building pernuts.
Williams stated are flexible with what their plan and that they like the recommendation to construct the
building in the location suggested by John Smyth. Williams indicated they would like to maintain the
trees as much as possible.
PAGE 10
' MIlVUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday,October 15,2007
6:00 o'clock p.m.
(#07-3322 Robert and Jordanna Williams, Continued)
Zullo asked whether this is a separate building that would be located closer to Willow Drive.
Williams stated it is.
Zullo asked how the building would be constructed.
Williams stated there would be a foundation wall and slab and then a wood frame structure.
Zullo inquired whether the same exterior building materials as the house would be utilized.
Williams stated they would like it to be as similar to the house as possible.
Kempf stated the applicant had mentioned to Staff the possibility of constructing a nanower building to
reduce the encroachment into the wetland.
Williams stated ideally,to have the least amount of impact of the wetland,it should be moved back 15
feet and be narrowed down slightly from 30 feet to 25 feet.
Zullo inquired whether there would be plumbing in the building.
Williams stated there would not be plumbing in the structure.
Curtis stated the applicant would be allowed a sink under City Code but that anything in addition to that
would require a conditional use permit.
Kempf asked whether the garage door should be reduced.
Curtis stated it should be eight feet wide. An overhead door in excess of,eight feet in width would
accommodate a vehicle, and if a vehicle would be accessing the building,hardcover would be required.
Williams indicated he is fine with the eight-foot door. Williams asked whether there is a height
restriction on the eight-foot door.
Curtis stated there is not.
Kempf noted the lots would need to be combined prior to the issuance of any building permit and that
there would be a connection to city sewer.
Kempf inquired whether wetland averaging would be applicable in this case.
Curtis stated if the wetland ordinance were triggered by the amount of earth movement, which is not the
case in this application, wetland averaging would come into play. John Smyth is recommending that the
City employ some of the tools that are available in the wetland ordinance because a variance is being
requested. Wetland average would apply to the existing structure because the existing structure is
within the 50-foot buffer. If there were available land to do so, Staff would ask that the square footage
PAGE 11
MINUTES OF THE '
ORONO PLANNING COMMISSION MEETING
Monday,October 15,2007
6:00 o'clock p.m.
(#07-3322 Robert and Jordanna Williams,Continued)
that was not allowed to be buffered due to the home's square footage be made up elsewhere. Staff feels
appropriate language can be drafted to meet the recornmendations of the city engineer. .
Kroeger stated the compromise would be five feet closer to the road, 15 feet further away from the
wetland buffer, and a narrower structure. Kroeger whether Staff has incorporated any of the provisions
of the wetland ordinance. •
Curtis stated as of the drafting of the Planner's Report,John Smyth had not yet reviewed the property
and that prior to the City Council meeting, Staff would work with the City Engineer and have something
in place concerning that.
Chair Kempf opened the public hearing at 7:20 p.m.
There were no public comments regarding this application.
Chair Kempf closed the public hearing at 7:20 p.m.
Kroeger moved, Schwingler seconded,to recommend approval of Application#07-3322,Robert
and Jordana Williams, 845 Willow Drive South,subject to the incorporation of the city engineer's
recommendations and subject to combining the two lots. VOTE: Ayes 6,Nays 0.
9. #07-3323 STRUCTURES UNLIMITED ON BEHALF OF JUDSON AND ALEYA
CHAMPLIN,210 BIG ISLAND,VARIANCE,7:22 P.M.—7:52 P.M.
Ross Langhans with Structures Unlimited,Inc.,was present.
Turner stated the applicant is requesting lakeshore setback and hardcover variances to construct an
addition to the rear of the existing seasonal swelling 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 are also requested.
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 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 between it would be an expansion of the use and the cabin would
need to be raised several feet to provide adequate ceiling height.
A septic system has recently been installed and some additional grading and construction of a retaining
wall is necessary. Retaining walls in the seasonal recreational district are restricted to 42 inches in
PAGE 12
' MINUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday,October 15,2007
6:00 o'clock p.m.
(#07-3323 Structures Unlimited on Behalf of Judson Champlin,Continued)
height and the applicants are proposing 48 inches. The City Engineer has determined that the retaining
wall should be constructed at 48 inches in height.
Planning Staff recommends approval of the retaining wall height and location and approval of the other
variances with conditions if the Planning Commission determines it appropriate to grant them.
� In addition,Planning Staff would like the Planning Commission to consider whether there are ways to
mitigate the visual and water quality impacts of the variances. 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 unclear and only in the recreational
season district are perimeter foundations required. Both types of foundation have frost footings.
Ross Langhans stated the applicants would like to add some space to accommodate their family.
Langhans noted he did work with Staff on upgrading the septic system and that as a result of the work
on the septic system, a retaining work is required and they will be submitting the required eng-ineering
for the retaining wall.
Langhans indicated there were also a large number of trees that were removed in conjunction with the
septic system work and the owners would like to reta.in as many remaining trees as possible. Langhans
commented the lot has been cleaned up except for natural debris.
Chair Kempf opened the public hearing at 7:34 p.m.
There were no public comments regarding this application.
Chair Kempf closed the public hearing at 7:34 p.m.
Kempf asked how high the roof would be.
Langhans stated it would be approximately 31 to 32 feet to the peak. Langhans indicated attic trusses
would be utilized to help achieve the look of a chalet and to provide some attic space.
Kempf commented that the building is located in the 0-75 foot zone and that this project would make it
even more prominent from the lake. Kempf stated it is unfortunate this house cannot be pushed further
back on the lot and that his recommendation would be to require a fair amount of screening.
Langhans indicated the homeowner is willing to work with the City.
Turner noted the ordinance requiring the upgrade to the septic system at the point of sale would not go
into effect into January 1, 2008.
Langhans commented he has spent a considerable amount of time designing an atfractive structure
rather than adding a second story to the structure.
Kempf stated if this were a building starting from scratch, the structure would not be nearly as high and
it would be pushed back into the hill away from the lakeside. In looking at the photograph,it appears it
would be less prominent from the lake if it were pushed further back from the lakeside.
PAGE 13
MINUTES OF TI3E '
ORONO PLANNING COMMISSION MEETING
Monday,October 15,2007
6:00 o'clock p.m.
(#07-3323 Structures Unlimited on Behalf of Judson Champlin, Continued)
Langhans stated given the work on the septic system, if the house were built on the hill,it would be
even more prominent. .
Winer stated on the south elevation, it appears the peak is 32 feet from top to bottom and that it appears
to be a 12:12 pitch. The surveyor's certificate shows the grade at the front of the deck is at 934' on the
survey and at the midway point it is 938',with the back of the house being at 944'.
Langhans concurred the lot is rather steep.
Winer stated she would like to lmow the distance from the deck.
Turner requested Mr.Langhans measure from the deck to the peak using the southeast elevation.
Langhans stated from the surface of the deck, it would be 25 feet to the peak.
Turner stated you would need to add eight feet to that number to account for the space between the deck
and the ground.
Langhans stated existing is 13 feet from the surface of the deck to the peak and they would be adding 12
feet. � �
Winer questioned whether the building could be made wider rather than so tall.
Turner stated it might be possible to make the roof flatter.
Winer stated she would like to see the roof made flatter if at all possible.
Zullo indicated she would also like to see the roof flatter given the closeness of the structure to the lake.
Langhans stated he attempted to make the structure look like a chalet and that he could go to a 10:12
roof,which would result in a loss of attic space. Langhans noted the side walls in the second story are
only three feet now.
Winer asked whether the owners would be willing to consider one large dormer rather than three
dormers.
Langhans stated it is not possible to construct it with one large dormer as he would be using attic trusses
on top of the existing structure. The dormers are sized to give them three equal sized dormers and
provide some living space. Langhans stated he is limited to a maximum width of eight feet for the
dormers.
Kroeger stated in his view dormers help to break up the roofline.
Kempf stated he would like to see some type of significant screening plan that could be presented to the
City CounciL
PAGE 14
' MINUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday,October 15, 2007
6:00 o'clock p.m.
(#07-3323 Structures Unlimited on behalf of Judson Champlin, Continued)
Langhans stated the property owners are willing to work with the City as much as possible.
Winer suggested some rock also be incorporated on the exterior of the house to help break up the
appearance of the house.
Langhans stated the exterior would incorporate other materials to help make the house more attractive. �
Turner suggested some landscaping be provided to help screen the lower level.
Langhans indicated they would be willing to work with Staff on the screening prior to the city council
meeting.
Winer moved,Kempf seconded,to recommend approval of Application#07-3323,Structures
Unlimited on behalf of Judson and Aleya Champlin,210 Big Island,granting of lakeshore setback
and hardcover variances,subject to a landscape plan and a revised 10:12 roofline being submitted
to Staff for their review and approval prior to this application proceeding to the City Council.
VOTE: Ayes 6,Nays 0.
PLANNING COMMISSION COMMENTS
10. REPORT OF PLANNING COMNIISSION REPRESENTATIVES ATTENDING
COUNCIL MEETINGS SEPTEMBER 24,2007,AND OCTOBER 8, 2007
Turner stated they approved the Kingdom Hall application at the September 24�'meeting.
Curtis stated the Ebertz application was approved subject to the removal of the shed.
Zullo reported on the October 8`�'City Council meeting,noting that Staff was directed to draft an
approval resolution for Central Bank. Zullo stated the applicants on the Central Bank application did
add more green space along the perimeter of the lot.
11. OTHER ISSUES FOR DISCUSSION
None
12. SELECTION OF REPRESENTATIVES TO ATTEND CITY COUNCIL MEETINGS
ON OCTOBER 22,2007,AND NOVEMBER 13,2007
October 22,2007—Kempf
November 13,2007—Schwingler
PAGE 15
\
MINUTES OF THE '
ORONO PLANNING COMNIISSION MEETING
Monday,October 15,2007
6:00 o'clock p.m.
ADJOURNMENT
Winer moved,Zullo seconded,to adjourn the Orono Planning Commission meeting at 8:02 p.m.
VOTE: Ayes 6,Nays 0. .
Ralph Kempf,Chair
PAGE 16
.w
� �
Date Application Received: 10/08/07
Date Application Considered as Complete: 10/08/07
60-Day Review Period Expires: 12/08/07
TO: Chair Kempf and Orono Planning Commission
Ron Moorse, City Administrator
� FROM: Melanie Curtis, Planning & Zoning Coordinator
DATE: 16 November 2007
SUBJECT: #07-3327—Tim Latterner of Dock & Lift, Inc, on behalf of Brad Close
1214 Wildhurst Trail
Conditional Use Permit to Install Permanent Dock
Public Hearing
Zoning District: LR-1 B One Family Lakeshore Residential District (1 Acre)
Application Summary:
A licant re uests a conditional use ermit to allow construction of a ermanent ilin dock.
Staff Recommendation: Staff recommends a roval.
List of Exhibits �
Exhibit A - Application
Exhibit 8 - Plat Map
Exhibit C- LMCD Permit Application
• Exhibit D - Proposed Dock Location Survey
Exhibit E- Design Detail .
Exhibit F- Property Owners List
Pertinent Code Sections •
Section 78-1116(a)(8): Floodway District Conditional Uses
Sections 78-1917 and 78-1135 Conditional Use Standards and Review Procedures
Summary of Request
Dock & Lift, Inc. on behalf of the property owner, Brad Close, has submitted an application for a
conditional use permit, per Code Section 78-1116 to permit construction of a permanent dock
for the residence at 1214 Wildhurst Trail. This is a location where only a seasonal dock has
existed in the past. The proposed dock will extend 88' into the lake and have a 14' x 32'
boathouse as allowed by the Lake Minnetonka Conservation District (LMCD), and will meet all
LMCD-required setbacks.
Permanent docks (i.e. those docks with permanent pilings which cannot be removed without
heavy equipment) sometimes result in requests by property owners for winter de-icing, to avoid
ice damage. De-icing is typically accomplished by a bubbler system that keeps the water
moving and therefore it does not freeze. The LMCD issues de-icing licenses, and has a set of
standards which must be followed in terms of protection of adjacent properties from the impacts
of de-icing. The proposed dock will be located in a fairly well protected cove area, so the
�
07-3327 �
16 November 2007
Page 2 of 2
potential for ice damage is relatively minimal. There are other permanent docks in the area, and �
they have not been a problem.
Staff is advised by the LMCD that they will be issuing an LMCD permit for this permanent dock,
and have no specific issues with it.
The DNR is notified of floodplain CUF applications, and is given the opportunity to comment.
No comments from the DNR have been received for this application. Potential DNR concerns
would be whether the work is in a sensitive habitat or spawning� area, and whether the
permanent dock might affect navigation or winter vehicular traffic on the lake. Neither of these
issues are apparent with this application.
Orono's concurrent jurisdiction over permanent docks is primarily via the City's floodplain .
regulations, which provide no significant standards pertinent to the approval of permanent
docks. Both permanent and seasonal docks fall under the zoning category of accessory
structures, so with the exception of the RS District, one cannot have a permanent or seasonal
dock without a principal residence structure.
There are no specific Building Code construction standards for docks. The City will require that
a building permit be issued to document the existence and construction of the permanent dock.
Staff Recommendation .
Staff recommends approval of the conditional use permit for construction of the proposed
permanent dock subject to the following conditions:
1. The dock shall be allowed as long as it continues to be permitted by the LMCD and DNR
and is in conformity with the rules and regulations of those agencies. �
2. Future replacement or alteration of the dock will require a new conditional use permit
from the City of Orono.
f'
Application# ������
Date Received •(}7
Amount Paid �
� CITY OF ORONO - GENERAL LAND USE APPLICATION . .
PROPERTY LOCATION
Site Address IZI�I �i.�h�rr'��- Tir:�I� 1 �
Type of Application to be Filed �v;)d;��_��„�,�c .
Property Identification Number (P.I.D.)
APPLICANT ,
Name S 1.,r � � �,,, L a-�'�',eir� �
Phone (home) 9�'a�4��-g��r� Phone(work) �is'z y�,�.-�,�q
Address y,�'S�o ,ShrxPf,p,P k3,-1 v� City " Zip �^s�g4
OWNER (if different than applicant)
Name�ra�. C1
Phone (home) �3 - '/Zr� Phone (work) 7�,2_yy Z_Zt�`y
Address_/21y �i�dh..�-s ?'r�;I City Drev,o Zip S",s'3�!
, Date Property Acquired -�- 2�(� (month/year)
I (do) (do not) also own the adjacent parcels of land.
FEES - CONDITIONAL USE PERMITS -
_�$600.00 Residential Accessory Use � �
$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-tfie-Fact Fee - Double Current Application Fee
OTHER APPUCATIONS �
$600.00 Commercial Site Plan Review (+ consultant fees)
$600.00 Vacation
- $600.00 Easement Vacation
$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
. . . 8
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REQUIRED SUBMITTALS �,- ��
1. Compfeted 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 ay be obtained from Hennepin
County Department of Financ ent enter, A-603 300 South 6`n
Street, Minneapolis, telep e�6 -348-5910 .
4. Certificate of Survey (signed ' ense rveyor) - 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 pe�sons witfi 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 qND 1 COPY
FOR REPRODUCTION (11" X 17" OR SMAL�ER) 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 supp(ied is true and correct to the best of his/her knowledge.
Y�-Applicant's signature ` Date �� l
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 Counci members for purposes of investigation and verification of this
request. .
o.�i��e:'s�sig'ia�t�ttie� '' . �o / 0 7
�at�'�
Applicant must have a submittals i o th City offces 25 days before the Planning Commission Meeting.
Planning Commission Meetings are h 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.
� , �� �� ' � .
� ,r� ��.0 � • 9
� �
',
DATA PRIVACY ADVISORY
� In accordance with M.�. 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:
1. The�information you furnish will be used to determine yot�r qualification for
� the permit or license requested.
� 2. You may refuse to..suppl.y 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 certain rights under M.S. 13.04 (see following page) to review
private data on yourself. , �
6. Your full name is required to process this application or permit.
.��-�L£� ��,�� C.��osE .
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First Middle Last � �
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, Address
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City . State Zip hone �
I u erst d my rights as stated above.
ignature
10
. Hennepin County Variance Map • Page 1 of 1
� Henne in Coun Tag a er Se i • '
p ty p y rvi ces. Variance Labels
� This is not a legally recorded map.It represents a compilation of information and data from City,County and State authorities.
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Pareel Information� Date Printed:9/Z8/20071:40:10 PM
ParcelID:07-117-23-31-0036
Owner Name:B J CLOSE&J B POTTS CLOSE
Parcel Address:1214WILDHURST TR ORONO MN,55364
Buffer Size:350 fr.
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� � PERMANENT NON-MULTIPLE DOCK LICENSE APPLICATION
.
'� Lalce Minnetonlca Conservation District
. ;;�'; 18338 Minnetonka Blvd.
" �='�'-° Deephaven, MN 55391
...��;._�_
pt�•fTNYi.t.YF. ' phone (952) 745-0789 � -
0 `
LMCD Receipt# oc7. 1�Co�-r.�
In accordance with Sec.2.06 of the LMCD Code,the following application for a permanent dock license shall be
completed in all respects and submitted to the District office. No person may locate,construct,install or maintain a
new permanent dock on the lake without first securing a license providing that no such license shall be required of
docks requiring a license under sec 2.03 of the LMCD Code.A new license is required whenever the size,type,
location,or configuration of the dock is changed. No new license is required for repair or replacement of a previously
permitted dock where such repair or replacement does not alter the size,type, location,or configuration of the dock.
Because tl:is form is to be copied,please use black ink or type.
The person completing this form is the authorized agent or property owner(circle one).
Applicant: f'.Z%��' .Z�G• �'�'^i n� 1. ���/ne/`�
,�l.L�'� ,
Address: y�',S"o Shsr�/;,,P pr�v�
City, State,Zip: .s�ri r,� Pa�r I�C . �tyi�• SS'3�y
Phone: qsZ-y7I- 8�y� � - Fax: �I v`r�- y�/ --g�y3
Property Owner(if different from applicant):�,�a� C/os�
Address /zi y c� ,� Idh�rs� Tra;�
City, State,Zip: _Oro�o YN�v � S'5��3�j!
Phone: l-!�s'2-u�s'3-•�) 2(o Fax:
Documents listed below are required; and must accompany this application:
OLocator Map ❑Scaled drawing of docks on abutting properties .
� �County Plat Map ❑Proposed facility site plan
❑Certified Land Survey, Legal Description ❑Existing facility site plan
Abseizce of significant requested data, could result in a processing delay.
1. Type of facility �.•private ()multiple dwelling
() commercial ()other(explain)
2. Intended use of dock facility Boa�' S �"o rBg e
3. Abutting property owners at the lakeshore:
North or WestSg�p�,t o� +�l�c�t� k�ouxu ,�� 12c�p W��raa Q�-r ��
name and address
�S d f`�-,
South or East v 2--�u W,� � L (S �
name and address
Other affected parties � e 2 G 2007 `
name and address
1 of 2 �
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� RUN DATE: 9/28/2007 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIST) PAGE: 1
38 07-117-23 23 0031 38 07-117-23 24 0007 - 38 07-117-23 24 0027
P J THEDENS&J T THEDENS B D RASMUSSEN/S J RASMUSSEN PAUL GRAVES&LAURA GRAVES
1180 GARDEN CT � 1186 WILDHURST TR 1146 WILDHURST TR
PAUL J&JANE T THEDENS BRIAN D&SANDRA J RASMUSSEN PAUL GRAVES&LAURA GRAVES
1180 GARDEN CT 1186 WILDHURST TR 8634 VALLEY VIEW CT
MOUND MN 55364 MOUND MN 55364 CHANHASSEN MN 55317
38 07-117-23 24 0037 38 07-117-23 24 0038 . 38 07-117-23 24 0043
S W&M J ERIKSON JON D BLACKSTONE ET AL STEVEN D BLUM/DEBORAH W BLUM
4455 FOREST LAKE LANDING 4465 FOREST LAKE LANDING 1131 WILDHURST TR
SANFORD&MARGARET ERIKSON JON D BLACKSTONE STEVEN D BLUM/DEBORAH W BLUM
4455 FOREST LAKE LANDING 4465 FOREST LAKE LANDING 1131 WILDHURST TR
MOUND MN 55364 MOUND MN 55364 ' MOUND MN 55364
38 07-I17-23 24 0044 38 07-117-23 24 0047 38 07-117-23 24 0048
MICHAEL S WEAR&BRIT S WEAR TIMOTHY&LORIE LINE T A&J B SUTTON
1134 WILDHURST TR . 4415 FOREST LAKE LANDING • 1170 GARDEN CT
MICHAEL S WEAR TIMOTHY&LORIE LINE . THOMAS A SUTTON
1134 WILDHURST TR 4415 FOREST LAKE LANDING 1170 GARDEN CT N
MOUND MN 55364 MOUND MN 55364 MOUND MN 55364
38 07-117-23 24 0049 38 07-117-23 24 0050 38 07-117-23 31 0015
S J ZIELINSKUJ K ZIELINSKI G A BLOOM&T A BLOOM DAVID F DALVEY
1160 GARDEN CT 4475 FOREST LAKE LANDING 1270 WILDHURST TR
STEPHEN J ZIELINSKI GEORGE R&THERESA A BLOOM DAVID F DALVEY
1160 GARDEN CT 4475 FOREST LAKE LANDING 1270 WILDHURST TR � �
MOUND MN 55364 MOUND MN 55364 MOUND MN 55364
38 07-117-23 310026 38 07-117-23 31'0027 38 07-117-23 310029
ROBERT L BIRKELAND TRUSTEE ROBERT L BIRKELAND ET AL P SAWICKI&K M SAWICKI
38 ADDRESS LiNASSIGNED 1298 WILDHURST TR 4510 NOR1'H SHORE DR .
ROBERT&MARIT BIRKELAND ROBERT L BIRKELAND P SAWICKI&K M SAWICKI
1298 WILDHURST TR 1298 WILDHURST TR 4510 NORTH SHORE DR
MOUND MN 55364 MOUND MN 55364 MOUND MN 55364
38 07-117-23 31 0030 38 07-117-23 31 0036 38 07-117-23 310037
BETH E BESSESEN B J CLOSE&J B POTTS CLOSE SANDRA J HOLLENHORST ET AL
4500 NORTH SHORE DR 1214 WILDHURST TR 1200 WILDHURST TR
BETH E BESSESEN BRADLEY J CLOSE SANDRA J HOLLENHORST&
4500 NORTH SHORE DR 1214 WILDHURST TR MICHAEL J HOLLENHORST
MOUND MN 55364 • MOUND MN 55364 , 1200 WILDHURST TR
MOUND MN 55364
38 07-117-23 310038 38 07-117-23 310040 38 07-117-23 32 0043
ASIM MAJEED/GRACE M MAJEED KENT WELCOME KENNETH J HICKEY
1261 WILDHURST TR 1297 WILDHURST TR 4640 TONKAVIEW LA
ASIM MAJEED KENT WELCOME KENNETH J HICKEY
1261 WILDHURSTTR 1297 WILDHURSTTR 4640 TONKAVIEW LA
MOUND MN 55364 MOUND MN 55364 MOUND MN 55364
::�
. _ .., � _w..z: ,
RUN DATE: 9/28/2007 HENNEPIN COUNTY PROPERTY IIVFORMATION SYSTEM(PROPERTY OWNERS LIST) • �, ^+ y PAGE: Z y
• 38 07-117-23 32 0045 38 07-117-23 32 0046 38 07-117-23 32 0063
TERRY L BLOOM D TRONGARD&S M TRONGARD T R COURNEYA&M I COORNEYA '
1220 GARDEN CT � 1240 GARDEN CT `4620 TONKAVIEW LA .
• TERRY L BLOOM DEAN&SUSAN M 1RONGARD TODD R COURNEYA
1220 GARDEN CT • - 1240 GARDEN CT 4620 TONKAVIEW LA�'� �
.. MOUND MN 55364 MOUND MN 55364 � ORONO MN 55364 j .. . � '
-�"` . , .. - . . .
_ _; ,�I CERTIFY THAT THE FACTS REPRESEN A CCU AND:TRU� P SEN OF iNFORMATION . ^ _ ,,
-..-=_ASdT-APPE /�`T�HyI'S ATE ON TT-IE 0 H NTN YER SERVIC EPARTMENT. -
�DATE: Y/..� BY� .. -
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� � ' �
Date Appiication Received: 9/19/07
Application Not Yet Considered as Complete
To: Chair Kempf and Planning Commission Members
Ron Moorse, City Administrator �
From: Evelyn Turner, City Planner .
Date: November 19, 2007
Subject: #07-3324 Ann Ma�eld, 4175 Northshore Drive
' -After the Fact Fence Height Variance
� -Public Hearing
-----------------------------------------------------------------------------------
Zoning District: LR-1B (lacre)
Lot Area: 0.58 acres
Lot Width: 125 feet
Application Summary: The owner requests a variance to allow the privacy fence along
North Shore Drive to remain as constructed at 6 feet high when the m�imum allowed
height is 42 inches.
Staff Recommendation: If the Commission finds grounds exist for approval of the
� variance, Department Staff�recommends approval for only a limited time while the
a licant reestablishes a lanting screen.
Pertinent Zoning Ordinance Sections
List of Exhibits �
A. Application �
B. Hardship Documentation Form
C. Area Map
D. Photographs submitted by applicant.
Background
Last Sununer Excel Energy's tree service trimmed trees along the power lines on North
Shore Drive. Ms. M�eld had several trees under or near the lines. Since these trees were
box elders they were trimmed to grade. Brush was also removed. In response Ms. Ma�cwell
erected a six-foot solid board privacy fence.
The application is incomplete because Ms. Maxfield is unable to locate property corners.
The fence might be located within the(County) right of way. To spare her the expense of a
survey if the request is not approved, Staff decided it would be appropriate for the application
to proceed and require her to provide a survey or other evidence the fence is not within the
right of way if the variance is granted. If the fence is within the right of way it will have to
be relocated farther from the roadway.
FILE 07-3324 �
November 19,2007 �
Page 2 of 3
--------------------------------------------------------------------------------------
LOT ANALYSIS WORSHEET
Lot Area/Width•
Re uired Actual
� Lot Area 1 acre 0.5 8 acres
Lot Width 140 feet 125 feet �
--------------------------------------------------------------------------------------
Fence Height Variance
As a non-lakeshore lot this property is limited to a 42-inch high fence (measured from the
ground below the fence) for the first 35 feet back from the front property line. As North
Shore Drive is a county road,if the property were lakeshore it would be pernutted a six-foot
high fence (measured from the crown of the road) along the street property line.
Hardship Statement
Applicant has completed the Hardship Documenta.tion Form attached as Exhibit B, and
should be asked for additional testimony regarding the application.
Hardship Analysis
In considering applications for variance, the Planning Commission sl:all consider the effect of tl:e proposed
variance upon t/ie health, safety and welfare of the communit,�, existing and anticipated traffrc conditions,
ligl:t and air, danger of fire, risk to the public safety, and t/ie eJfect on values of property in the surrounding
area Tl:e Planning Commission sl:all consider recommending approval for variances from t/ie literal
provisions of tl:e Zoning Code in instances where tl:eir strict enforcement would cause undue liards/iip
because of circumstances unique to tl:e individual property under consideration, and sl:al[ recommend
approval only wl:en it is demonstrated t/:at such actions will be in keeping with tJ:e spirit and intent of t/:e
Orono Zoning Code.
Issues for Consideration
Based on inquiries are many non-lakeshore properties on County Roads that would like to
erect fences more than 42 inches high. The Commission would need to fmd there is some
characteristic of this property that distinguishes it from other non-lakeshore properties on
County Roads.
The Commission should consider if the fence has changed the character of the surrounding
area. Fence height in front yards is regulated so the image of the neighborhood is one of
yards and houses rather than fences. (One of the reasons lakeshore lots on County Roads are
allowed the taller fence is to screen the "backyard" character of these yards.) This fence is
very different from the open, decorative metal fence allowed at 1260 Bracketts Point Road
(#07-3060).
If the Commission is inclined to grant the variance Staff would recommend that it be for a
limited time to allow Ms. M�eld to re-establish a screen of shrubs and small trees (that
would not be subject to trimming by the power company).
Are there any other issues or concerns with this application?
FILE 07-3324
` V November 19,2007
Page 3 of 3
Staff Recommendation
If the Commission finds grounds exist for granting the variance, Planning Staff would
recommend the following conditions:
1. Within 60 days of approval of the variance the owner is to demonstrate that the fence
is within her �roperty. If the fence is not within her property it shall be relocated
before July 1, 2008. If the fence is within the right of way of North Shore Drive and
not removed by that date the City will remove the fence and assess the cost to the
property.
2. The fence is to be an interim solution while the owner reesta.blishes vegetative
screening. The variance will expire on date determined by the Commission and the
fence is to be removed by that date. If the fence is not removed the City may remove
the fence and assess the cost to the property.
3. The planting shall be done before December 31, 2008. Before planting owner will
provide Staff a list of plants and information from the power company about planting
near power lines.
4. If the fence extends onto either of the adjacent vacant tax parcels also owned by Ms.
Maxfield these ta�c parcels must be combined with the tax parcel containing the house
. . as an accessory structure is not allowed on a parcel without a principal structure.
. .
..
C I�y O� O I�O I7 O PC Exhibit q '
Variance Application
StreetAddress: Application# 0�-� 3324 �
��Q� 2750 Kelley Parkway Date Received: � •�q•(S'1
O O Orono, MN 55356 Amount Paid: �bpp.00
Staff: �('
Main: 952-249-4600 Fee: $600
fax: 952-249-4616 Renewal: $300
�'� �ti`� MailingAddress: After-the-fact: $1,200 Double Fee
'�9gE$xog,'� P.O. Box.66 �
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
application. Incomplete applications will not be placed on Planning Commission Agendas.
PROPERTY INFORMATION: �
Site Address: _y 1 �S'' Nor-��+S�.�a�f �.. ��c.v� 4 Mc�v.v.� �M�7 �S"�6�
Property Identification Number (PIN): o� -��*� -�� �c{ d��{y
(Attach legal description to application if not included on the survey.)
Date Property Acquired (rnonth/year):OR�'�r .� ❑ Yes, I own the adjacent parcels.
Present use of property: � Residential ❑ Other
Zoning District:
APPLICANT INFORMATION: (Complete legal names and marital status required for each interested party)
Name: .�N N Mc�,4.���a..��
Phone (home): q��_ u���-33�� Phone (work): 0.J�,_ a;c�o _ p���
Complete Address: _ y�-�.� �or.,,�,� g�.�,��cz p.�;�,.� o�►.,-.� M N 5536�
Email: �.Mo�y�-�� C�-C-r�sxz� . c,�,� Fax:
OWNER INFORMATION: (Complete legal names and marital status required for each interested party) 3�'^'�Q
Name:
Phone (home): Phone (work):
Complete Address:
Email: Fax:
DESCRIPTION OF REQUEST: Estimated Project Cost: $
Describe the request in detail (attach additional sheets if necessary):
—' a .�.o.. � c��c as�.: Q•�i a.�.,.c.2 �- �.e.s_ :...sZo�.�L.a.�.
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-F-�c ow. .k�.a. `ro o� Z «— �..�� R.Z 1�1 -
� -
REQUIRED SUB�VIITTALS:
:.
All of the following information must be submitted by the application deadline date in order for your •-
applica�on to be processed.
L9' Pre-Application Meeting Form, completed by a City Planner.
@f Completeri Application Form � ,��`�`h'
� Completed�Ma�tdship Documentation Form �7�-j�
�' Certified Propertjr"C�w�er.sa�Last-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�:G��
❑ Original Certificate of Survey (signed by a licensed surveyor), meetin� 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 (finro scaled and one copy 8.5" x 11" or 11° x 17n).
* 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 staff for more information on this requirement. * �`os
❑ Additional items may be requested by City Staff depending on the scope of the project. Q
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 so.lely
responsible for submitting a complete application being aware th�t 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.
ApplicanYs Signature: �. ;�S�J Date: Q 1 �� 1 p 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 D'ate: q � \'�- ln-Q�-
Owner's Signature: Date:
Applicant must have all submittals into the City offices 25 days befare the Planning Commission
Meeting. Planning Commission Meetings are normally held on the �hird 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
liave an authorized representative attend in place of the applicant and advise the City Planner
assigned to your project.
�
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��'Es8o4'�
City of Oro n o `�
� 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 Plannec: �-�
Orono, MN 55356 Crystal Bay, MN 55323-0066 Meeting DatelTime: : pa
PC Date: f0 /O
Main; 952-249-4600
Fax: 952-249-4616
What 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.
PROPERTY INFORMATION:
Site Address: ��7s l�(c•+�_S�.
Property Identification Number(PIN):
Zoning District: �(Z-(Q Size of Property:
DESCRIPTION OF REQUEST:
❑ Average Setback ❑ Side Yard Setback ❑ Rear l'ard Setback ❑ Front Yard Setback
� ❑ Hardcover ❑ Lot�overage ❑ Lot Area ❑ Lot Width
f�Other: F�,n c Q,Iaa�1,1,-�'
Applicant's HARDSHIP: Applicant has received the Hardship Documentation Form,
Initials: v�. 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
application_
OTHER INFORMATION:
*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: 0. ��J Date: �l��a.O�.
ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM
. I (we)�(ZCxJ ��AI�G Z� of ul°t 1 t�c�,2--t'� ��o►2.L, �(�. ,
[print name(s)] [print address]
have reviewed the plans for the proposed improvernent or proposed use of the property located at
also refeRed to as Land Use Application No.
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 rnerely to confirm for the City Council that I (we)
am (are) are of the improvement plans and that the proposed ne�ghbor's project�ar:.use requires
� Counc' appr v � i lE u AJC-: � � �20k��/"l �� T�.L. ���=,
� T1-�l�L T i �oolL.S �=c�
7 /
��V l \ '� � �L/
Pro Date
Property Owner Date
� ************************«**********«******,�*****«*********,�.�*******««***,�*******�**«,t*�«*�************«
�
I (we) � of '/� /(� (�-2—
2 ' [print narr�e(s)] [print address]
have reviewed the plans 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 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 t��I}e prop/�neighbor's� ,o' ct or,use�qu' e
Cou il approval. /
,
: . �. 9 � �
o erty Owner - Date
.•
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 & Zoning Office at least 10 days
�prio.r to the scheduled meeting date.
_ _
� PC Exhibit B
Page 1 of 3
HARDSHIP DOCUMENTATION 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 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 criteria 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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t1nv� l�c►)c� we�.S �v,.����t�e k4w.� �q .
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.°
'_C�,�a.`ct ��cQ O-�^.... -�-,,..c�� O..`oti.� �or-�� S�-�,O`�� C?�.�� ,
4. "Economi� 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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� �i7 Vp"��!` �S'i-v-�¢.. '.'C ; 1�.Q.v�Cst� �_ -�.►v��-�-.
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 this Chapter."
N�Pr
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." N�� .
7. "The Board or Council may permit as a variance the temporary use of a
one-family dwelling as a two-family dwelling." N� �
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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�.�.'.a�.� :a.` �t..,a._r�,,oc.�.��
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 application is necessary for the preservation and enjoyment
of a substantial property right of the applicant."
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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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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."
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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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07-3325
14 November 2007
Page 1 of 3
Date Application Received: 08/20/07
Date Application Considered as Complete: 10/22/07
60-Day Review Period Expires: 12/22/07
To: Chair Kempf and Planning Commission Members
Ron Moorse, City Administrator
From: Melanie Curtis, Planning &Zoning Coordinator /��'l,(�/
/�
Date: 14 November 2007 •
Subject: 07-3325, Gary DeSantis, 80 Wear Lane, Subdivision
-----------------------------------------------------------------------------------
Zoning District: RR— 1 B, One Family Rural Residential District
2-acre minimum/200 feet in width
Lot Area: 5-acres total (4.03 acres dry upland/0.97 acre wetland)
Lot Width: 148' on the cul-de-sac& approx 200' at the 50' setback
Application Summary: This is a subdivision application for a 2-lot residential plat of
property within the RR-1 B District which requires 2-acres of dry buildable area and 200'
of width per lot. The proposal consists of the division of one existing 5-acre parcel
resulting into two 2+ 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 the resulting
"child" lots would be si nificantl substandard in width at their buildin setbacks.
Staff Recommendation; Staff recommends approval of the subdivision. The applicant
must compl with the Cit En ineer's recommendations.
List of Exhibits .
Exhibit A - Application
Exhibit 8- Proposed Lot Layout
Exhibit C- City Engineer Comments—John Smyth & Darren Amundsen
Exhibit D- Memo from Septic Manager, Willie Gibbs
Exhibit E- Wetland Delineation report
Exhibit F- Memo from MCWD—Angela Hammers
Exhibit G- Sketch Plan/PC Minutes
Exhibit H- Property Owner List & Map
Conformity with 2000-2020 Orono Community Management Plan
The property is guided for single family residential use at a density of 1 unit per 2 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. Primary and alternate septic locations for each lot have been
proposed and have been deemed acceptable by Willie Gibbs. The proposed use
appears to be in conformity with the CMP.
Relationship to Surrounding Development
This property lies within the RR — 1 B Rural Residential Zoning District which requires a
minimum of two dry acres per lot. Similar 2-acre± single family properties surround the
subject property.
�,
�� � ,
07-3325
14 November 2007
Page 2 of 3
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. Each
proposed lot is intended to contain the minimum of 2.00 acres of dry buildable land. A
wetland exists on the "parent" parcel and has been delineated. Lot 1 is proposed to
contain 2.0 dry acres and Lot 2 is proposed to contain 2.03 dry acres and the 0.97 acre
wetland. �
The existing lot at 80 Wear Lane appears to meet the 200' minimum width requirement
at the building setback of 50'. Neither of the proposed new lots will meet the minimum
width at the building setback. In fact, the 200' minimum width is not reached on Lot 1
until a point approximately 280' into the property and on Lot 2 the minimum width is not
met until a point approximately 90' into the property.
Lot Layout and Lot Standards
The proposed lots shown on the proposed plan are irregularly shaped. Both lots are
proposed to access off of Wear Lane. There is no shared driveway access proposed
and it appears the home on Lot 1 would maintain the existing driveway.
On-Site Sewage Treatment
Septic reports have been submitted and reviewed by the City Septic Inspector and the
proposed sites have been determined to be suitable while still allowing for a conforming
house location. �
ParklTrail EasementlFees or Dedication Needed
The CMP indicates that no future trails are proposed along Wear Lane. Staff will
recommend that the new lot be subject to the standard 8% Park Dedication Fee.
Road Improvements and/or Easements Needed
There are no road improvements proposed. The 3-lot plat of Rolling Meadows was
approved in 1984 under virtually identical zoning district standards as today, with the cul-
de-sac ending at the northwest boundary of this property. At that time, if a fourth lot had
been proposed, it would likely have required the cul-de-sac be extended further south.
In the early 1990's, the City added a "back lot" section to the zoning code, providing for
greater standards for new front/back lot situations. Planning Commission discussed the
back lot standards during the sketch plan review in September and determined that they
generally supported the width variances. Staff recommends that with the addition of the
fourth Iot an upgrade of this road to a paved City standard is necessary; staff's position
is that the fourth lot triggers the creation of a paved road and cul-de-sac.
The City requires standard perimeter and drainage easements around all property
boundaries in the plat. In addition to this the City requires wetland and wetland buffer
conservation and flowage easements and Protective covenants over the delineated
wetlands and required buffer areas. Establishment of wetland buffers and buffer
setbacks will be triggered as part of this proposed development.
Stormwater and Drainage Improvements �
The property will be subject to the Stormwater and Drainage Trunk Fee, established
currently at $3,050 per acre for the 2-acre zone.
,
/
ti: „� -
07-3325
14 November 2007
Page 3 of 3
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, 10' from structures, and 75' from the
delineated edge of wetlands. Private wells shall be setback 3' from structures and 50'
from all septic systems. The applicant has provided septic location reports; these
locations appear to be acceptable.
Wetlands on Site and/or Impacted
The wetland on the site is located entirely within proposed Lot 2, although some of the
buffer extends into Lot 1. According the City's wetland classification map this wetland is
classified as a "Manage 2" wetland requiring a 25' buffer and a 20' structural setback
from the buffer. As mentioned earlier in 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 Minnehaha Creek Watershed District (MCWD) is the City's LGU for administration
of the Wetland Conservation Act rules.
Issues for Discussion �
1. Are there any other issues or concerns with this application?
._. . Staff Recommendation . -___ .___ __� .__ --------__. _ __.. . .
Staff recommends approval of the proposed preliminary~plat subject to the City
Engineer's recommendations, both John Smyth and Darren Amundsen. Specific
conditions staff would recommend include:
1. Require paving of the road and cul-de-sac to City standards.
2. Adherence to all MCWD requirements.
3. Approval of lot width variances for each lot.
� �
City of �rono ���T�
Subdivision Application
Street Address: Application# 2 �
�0� 2750 Kelley Parkway Date Received:
O O Orono, MN 55356 Amount Paid: p,
� Staff: M,(`J E
� � Main: 952-249-4600 � Fee: �
fax: 952-249-4616
��� �G�`S Mailing Address: Renewal:
9kESH��`' P.O. Box 66 � .
Crystal Bay, MN 55323-0066
� This application form must be completed in full.
PROPERTY INFORMATION:
Site Address: L,t�t/ S. �
Property Identification Number(PIN): p .. _ -DD �
(Attach legal description to application if not included on the survey.)
Date Property Acquired (month/year): /!i0ll 8P ❑ Abstract or� Torrens, please check one
Present use of property: �Residential � Other
Zoning District: �,Q.. 1�
APPLICAN INFORMATIO • (Complete legal names and marital status required for each interested party)
- Name: OIX� .Z �Yj`S . :
Phone (hom� Phone (work): �
� Address �
Email: . Fax:
OWNER INFORMATION: (Complete legal names and marital status required for each interested party)
Name:
Phone (home): Phone (work):
Address: � .
EmaiL• Fax:
EXISTING LAND USE:
Number of Tax Parcels: / .
Development Size: yp�� Acres Dry Land
D. 9 7 Acres Wet Land
. S_D D Acres TOTAL, all parcels •
Present Use (check one) � Residential; Number of Units:
❑ Other: (Specify)
Present Zoning District ,�',Q_9 B �
ProposaL• � • , �
❑ Division for Tax Purposes
❑ Lot Line Rearrangement Only (no new building sites)
� Subdivision for New Building Sites
Number of Building Sites / Existing Units
/ New Units
2 Total Units
Proposed Gross Density . 2 Units per �� QD Acres
Minimum Lot Size 7 �Za Square F�et �ry Buildable Land
Proposed Use (check) Residential ,
❑ Other(specify)
' �,i • } µ•",.y.. ���, , . 1�
i� . "t �' {y , '
. . � .. . . . � � � T
� ..
MINIMUM MATERIAL REQUIRED FOR COMPLETE PRELIMINARYAPPUCATION �
1. Payment of fees(refer to"application fees"listed below).
2. Completed application form. �
. 3. . Pceliminary plat information on Certificate of Survey.
4 Certified Property Owners List of owners within 350' (you must obtain this list from Hennepin County Depa�tment f
Finance, Government Center, A-603 300 South 6�'Street, Minneapolis,telephone 612-348-5910).
� As an addendum to this application,, please attach a separate list of any other persons .you wish notified of thi
application.
MINIMUM 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)$350:04. . . . � � �
�bdivision of a Lot Line Rearrangement$600.00 � � '
�_,/Subdivision Application (Class I & II)$600.00 . �;_a ,. —r
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) - '� � � '
_ ... � , � ,
' Legaf and Enginee�ing Re�iew: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 .
roposed Storm Sewer System(excluding.culverts) $250.00 �
On-Site System, Site Evaluation Rev'iew(applicable to �ural subdivisions)$60/per lot x_1 new lots
C. Flexible Application Fees/Miscellaneous Fees � .
. • ✓ Variance$600;00 ' •
Vacation of Public Road$75 per benefiting property($600 minimum per applicafion)
Easement Vacation Associated with a Subdivision$100.00
. PRD Application with Subdivision$35.00 per dwelling unit � � •,
The applicant hereby agrees toI provide all i ,� rm on required or requested by Planning Department
Staff, City Engineer, City A o ey,. Plann' �� o �ission nd Council necessary to process this � �
application and further agr to pay all i io I f is e 'bq or.dinance. . .
, Applicant's Signature; Date:� 1�
� Owner's Signature: Date: - � — �
Applicant must have all submittals into the City Office 25 days before the Planning Commission
rneeting. Planning Commission meetings are held on the third Monday of each month. Applicants
must be present at all scl�eduled review meetings of the Planning Commission and Council. If an
applicant';is unab�e�.�to attend::.a,scheduled meeting,p,lease make arrangements to have an authorized
"i� �x�=d.: Y i
agent at�end in;,you�place a�d'to advise the City Planner assigned to your pro�ect of this change prior
to the meeting:�` � `'`';-� ` . .
11 .
. 1 �� � -
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ROLLING MEADOWS 2ND ADDITION �
� � �J j PRELIMINARY ;PLAT AND
j `1 � I CERTIFICATE OF �SURVEY FOR �
i �-� � � GAR� DESANTIS
� � .� � —�\ OF LOT 3, BLOCK 1 , ROCLING MEADOWS
� io � HENNEPIN COUNTY, MINNESOTA
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LEGAL DESCRIPTION OF PREMISES LOT AREA = 5.00+- ACRES
Lot 3, Bock 1, ROLLING MEADOWS �
OWNER �
o : denotes iron marker Gary DeSantis
- Bearin s shown are based on assumed datum. • _ $0 Wear Lane
9 Orono, MN, 55391
This survey shows the boundary of the described property above,
and the location of an existing house, driveway, soil borings,
wetlands delineated by Svoboda Ecological Resources, and existing
. topography from City of Orono maps thereon. It does not purport • .
to show any other improvements or encroachments.
wz�oa�v.sca
OESiGt�ED REVISION DATE DESCRPTION GRONBERG & ASSOCIATES, INC. � �EBY CERTIFY THA7 TFBS PLAN, SPECIFICA710N, OR REPORT SCALE
� WAS PREPARED BY A� OR UNDER MY DIRECT SUPERVISION ANO ���_40'
�RAwN '�' CONSULTING ENGINEERS, LAND SURVEYORS, THAT I AM A DIAY LICENSED PROFESSIONAL ENGBJEER AND LAND DATE
SITE PLANNERS SURVEYOR UNDER THE LAWS OF TFlE STATE OF MB�INESOTA.
7-13-07
CHECKED 445 N. WILLOW DR. LONG LAKE, MN. 55356 ,ypB �,
952-473-4141 DATE �/D-y'd7 MN LICENSE Nu►.�BER �,Ll?1�.f 07-270
07-270
' . �.
RECEIVE� . . ' �
ocr z ? 2oor �'
CITY OF �RO �
NO �
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��'�i��rGl
Memorandum �Bonestroo
To: Melanie Curtis Project: 80 Wear Lane Date: 1 1/13/07 2335 Highway 36 W
. St.Paul,MN 55113
From: )ohn Smyth,CWD � Client: City or OfOnO Te1651-636-4600
f
Fax 651-636-1311
Re: Wetland Buffer Ordinarace Review Memo File No: 139-07000-1 �
www.bonesuoo.com
Remarks:
Per section 78-1601 of t e Wetland Ordinance the new lot will trigger wetland �
buffers and setback for t e proposed project at 80 Wear Lane. The wetland is
classified as Manage 2 a d requires a 25 foot upland buffer and 20 foot
setback from the buffer.
Buffer Condition and R quirements
A site evaluation was co pleted on 13 November 2007 to determine the
condition of the vegetati n in the existing upland buffer. Currently a large
portion (south side) of the buffer is turf grass and the remainder of the buffer
has been left in a natural�condition and it sparsely wooded with shrubs, �
grasses and forbs. This portion of the buffer currently contains buckthorn and
prickly ash. According to Division 3 sec. 78-1605 turf grass, buckthorn and
prickly ash are considered to be an undesirable plant species and should be
removed from the buffer area. After the turF is removed it is required to be
planted or seeded with native species and it is recommended that
supplemental or spot seeding or planting of herbaceous vegetation occur in
the natural area due to the lack of diversity of herbaceous cover and
disturbance that may occur due to buckthorn removal.
The applicant will need to provide a Management/Landscaping plan that
includes the following:
1. Method proposed to be used to control buckthorn (MN DNR website
source for options). All buckthorn removal should be done using hand
tools as large equipment can further disrupt the wetland buffer. At a �
minimum buckthorn 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.
2. Method of establishing native vegetation in turf areas (MN BWSR Web
Site— Publication: "Restoring & Managing Native Wetland and Upland
Vegetation" source for options).
3. Species proposed to be seeded or planted. 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
� L
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. (MN BWSR Web Site—Publication:
"Restoring & Managing Native Wetland and Upland Vegetation" source
for options).
4. Schedule of activities that are part of the management and
establishment of vegetation.
Certificate of Survey Requirements '
The survey currently accurately depicts the buffers and setbacks and no
changes are required. It is recommended that the location of the buffer .
markers be shown ori the survey.
Restriction and Covenant for Wetland and Buffer
� Per Section 78-1611 of the wetland ordinance the owner shall record
restriction and covenants over the wetland and buffer with the property chain
of title. A form with the language for the Restriction and Covenants is
available from the City. �
� Wetland Buffer Markers
Per Section 78-1612 due to this being a new development the owner must � �
place markers on the upslope edge of the buffer edge at least every two
hundred feet, subject to City approval. The developer shall submit a location
plan for the signs in hard copy format and a CAD or GIS (electronic) format in
Hennepin County coordinates and will use uniform markers provided by the
City. This is especially important for the proposed lot because of the limited
yard space where encroachment could occur if future home owners are not �
aware of the buffer location. Under the ordinance the City can charge a
reasonable cost for the markers.
Recommendations
It is recommended that this application not be approved until issues presented
in this memo are addressed. If approved it is recommended that conditions of
approval include meeting the requirements of this memo. The applicant
� should provide an escrow in the amount of$3,000 to the City to ensure
buckthorn and turf within the buffer are removed, bare areas are seeded, and
for future compliance checks.
Page 1 of 3
y �
L��h�i Gz
2335 Highway 36 W
St Paul,MN 55113
. Te1651-636-4600
Fax 651-636-1311
www.bonestroo.com
�'Bonestroo
September 27, 2007 �
Ms. Melanie Curtis
Planning and Zoning Coordinator �
� City of Orono
Post Office Box 66
Crystal Bay, MN 55323
Re; 80 Wear Lane
File No. 000139-07000-1
Plat No. 07-3325
Dear Melanie:
We have reviewed the survey for 80 Wear Lane dated 7-13-07. The plan proposed to subdivide one
- residential lot into two lots. We have the following comments with regards to engineering matters
• The plan should show perimeter drainage and utility easements 5-feet wide along all interior lot
lines and 10-feet wide along the exterior lot lines.
• The plan should show a drainage easement around the wetland.
• Wear Lane is currently a gravei road south of Watertown Road. The proposed home will be the
fourth served from this section of road. The roadway should be paved to 24 feet wide in
accordance with city standards.
If you have any questions, please call me at(651) 604-4894.
Yours very truly,
�_____ � , '
Darren Amundsen
Cc: Tom Kellogg
S j
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• • • •
e
To: Melanie Curtis
From: Willie Gibbs ISTS Manager �;,���,t,.�.��
Date: September21, 2007
Re: DeSantes Property Split
I have reviewed the site evaluation and design for 80 Wear Lane. The proposed lot to be split off has
two sites adequate for a five bedroom house. The system for the existing house has just been updated
and there is still room for a five bedroom back up site. I walked this property with the site evaluator and
the sites are not as tight as they appear on paper. The septic sites for the proposed split lot should be
- -- protected. � --
If you have any questions please feel free to ask.
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. . � �etl�:nd �l�.ssifi�a�i�n9.�Id��tificati�n � and �.
. �
� I��lineation Re ort
p
Prepar-ed for:
Gary Desantis
B�1: . . .� . . , _ .
Svoboda Ecological Resources
Project Number 2007-080=03
October 9, 2007
• The contents and format of ihis report are considered intellectual proper[y and
are subject to copyrigl�t restrictions and may not be reproduced without
the eapcess permission of Svoboda Ecological Resources.
• t r
TABLE OF CONTENTS
� � .� ABSTRACT.................:.................:..........,..::..:........,......:.........:....:..:.:.......:......................1
INTRODUCTION.:............:.......<.......... ....;.. .........................:........�.:...........................2 .
METHODS......... ... . ......... ..........................................................................,....2
RESULTS.._... ..... . ........................................... ....... . ............................................4
Backgrountl Information- (Office-Sased Inuestigafion)..........................................4
SiteVisiC ::.. .......: ...:.... ............. ........:.................. ................................. .......7
DISCUSSION....................................................................................................._..............10
� REGOIVIlI!IENDAT�IONS........... .......................,..............:.. ..:::....................,...............10
CERTIFICATION .,......:.................:.......:........................... ...:..... .:.............................1:2 . .
� DATA SOURCES........... . .................... ......:..� .....:. .......... . ..........:. ....13
� LITERA.TURE REFERENCED.....................::...............::......::...........:..........................14
F_ULL FIGURE'SET:
Figure 1: Site Ivlap
Figure2: National Wetlands Inuentory � .
Figure 3: Hennepin County Soil Survey
Figure 4: DNR-.Protected Waters
Fiaure 5:Approximafe Wetland Boundary.and.Sample Locations
THE TECHNICAL DOCUMENTATION SEGTION: �
'Field Data Sheets .
Plant Indicator 5tafus � -
Soil Series Data
Wetland Definition
APPENDIX A:
Explanation of Cowardin and Circular 39'Wedand Ciassification Systems
� f
. � ������� • .
Svoboda Ecologicecf Resoisrces(SER) �isited the above refe�-enced.propert}�on October 2, 20.47 to
exi�mine.the site far the prese�ice of areas rneeting jac�•isdictiorial wetland criteria. T1ie stud��pc�rcel
is located within the Ciht of Oro►zo,Minnesota aiidHelinepin County(Figau•e I). One wetland►�vas
delineated ancl one questionable area was itlentified; YVetland 1: was characterized as a Type 1 L-
.PFOI B, cznd Type 3-PEM/SSI F�vetland cofnplex. One sample transect ruas establislzed.along the •
rvetland boundm�irz order to characterize the soil, vegetation, and existing hydrology ruithirt the
tiuetland-to-uplarzd ircr�tsition zone. . .
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Figure 1,USGS Topo Map.
Svoboda Ecological Resources � 80 Wear Lane
Proiect No.:2007-80-OZ 1 Gary Desantis
t s
JLl'tl 1��9.J�tJ�1 g�1�1
The project site is approximately� acres in size, and consists of groomedlawn area,wetland and a
forested area.The wetland is found within the northeastportion of the�arcel along with.the foiested
area.A single-famil�.home is located on the soufhwest side of fhe property.Tfie propertymaintains.a �
moderatelyrolling topography throughout with steeper declines into-the wetland area.Theland use
within .the surrounding re�gion consists of residential area. The site is.accessible via a driveway
extending soath into the pro�erty.from Vdear Lane on the north side of the,pcoperty boundary(Fiwre
1�• .
�� A11 identified wetlands were cla5sified according to the Cowardin et al.(i979),and the US Fish and
� 'VVildlife Sei�vice Circular 39 classification systems and staked wi.th lath or pin flags. Field data
sheets,,plant indicator status information,soilsurvey informatian,and wetTand definition information
. - can be found within-the Technical Documentation Section.
' ���`���� _ �
--�---_—._- --� ._�_�_. _._-- - ------ . . __--- -- _--- - . _ . _
--_-. __ _.._ . . __.__. .. .._ _ _ . _....__ _,____..�-- .�.._.�.____. ...� _.__ .__�._ .---_�. _
The metfiods used to deIirieate the subject parcel are as described in the 1987 US Army Corps-of
Engineers V�etTands Delineation Manual and the 2007 MidwestRegion Snpplement Manual. In.fhe .
:19$'T IVlanual,the methods used were described under fihe"routine"methods for sites greater than 5
acres. Tliis methodology is followed in order to assess whether the three parameters of a wetland are
met for areas on the subject parcel. The three parameters required under normal circumstances in
order to delineate:a wetland aze described in the Technical Documentation Section.
The IYlidwest Regional Supplement Vi�etland Delinea�ion 1Vlanual is also being utiTized to increase
the accuracy of our wetIand boundaries. This addendum to the original 871VIanual was created to
address the :many regional differences that affect wetlands and the deIineation methods used �
throughout the country. The following.explanations are passages from that document.
"This Reg'ional Supplement is .part of'a,nationwide effort to address reoional
wetland characteristics and irtiprove 'the :accurncy and �fficiency of wetland- •
delineation,procedures. Regional differ�nces:in cliinate,geo7ogy,soils,hydrology ,
nlant and animal communities,and other facfors ar.e important to the identification •
and functioning of wetlands.These differences cannot be considered adequately in a
single naiional manual. The deuelopment�of this supplement'foliows Nafional
Academy nf Sciences recommendations to increase the regional sensitivify of
wedand-delineation mefhods�Nationat Research Council 1995).The intent of this
supplemen[is to bring the Corps Manual up to.date with curcenc knowledge and
practice°.in the region and:nor:to change wetland boundaries." "...This ReDional
Supplement is desianed for use with the current t�ersion .of the Corps IVfanual
(En��ironmental Laboratory I987)and.all su6sequent versions.Where differences in
the.t�vo documents occuc, this Regional Supplement takes precedence over the
Corps Manual for appIications in.the°Midwest Region."
Svoboda Ecological.Resources $0 VVear Lane
Project No.:'2007-80-03 2 Gary Desaniis
l f �
�
National Wetland Inventory(NWI)maps(Fiaure 2),Soil Suruey of Hennepin County maps(Figure
3:),Minnesota Protected Vdaters maps(Figure 4),and Z006 aerial photographs wererevie�vedprior to
the site visit to identify areas that may be wetlands. .Areas illustrating evidence of wetland conditions
were examined in ,b eater detail during the fieId suruey. Vegetation,�soils and hScdrology were
. examined (as oufiined in the 1987 ManuaT) and used to characterize wetland types and d�termine
wetland boundaries.Sample transects were established in r.epresentative wetland-to-upland transition
zones in order Co characterize the vegetation,,soiis,.and hydrology of the site: Transects consisted of
representative upland sample point(s) and representafive wetland sample point(sj. Information
abtained from the sample �points can be found on rthe �eld data sheets located in The Technical
Docuinentation Section.
Wetland boundaries were marked at the site.by blaze-orange"wetlandboundary"flagging attached
to 4-focit wooden lath orpin flags.Where vegetation was dense,to assistin locating the flagged lath
(wetland. edge), a second piece of flagging was attached to a nearby tree or shrub branch. The
"w.etland boundary"is considered to be fhe topogcaphically highest exfent of the wetland basin;areas
� below the staked boundary met the threerequired wetland criteria while areas above were lacicing in
one or•more of fhese criteria.
Wetland alassification followed methads-described b��Cowardin et aI. (19Z9) and used in fhe 1VWI.
. (e.g. PEMB, PSS`1C, etc:), campleted by the U.S. Fish and Wildlife Service. The Circular 39
classification .(Shaw and Fredine 1956) is also given (e.g. Type 1,Type 2...etc.). The indicator� �
� statns of plants, as descrihed�in The Technical Documentation Section, was determined using the
' Nati.onal List of Plant Species That Occur in Wetlands—Region 3 (Sabine 1999):
Resulfs are on the following page.
Svoboda Ecological 12esources 80 WcarLane
Project No::2007-50•03 ;:.3 Gaq�Desantis
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Project No.:2007-80-03 6 � Gary Desantis
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� � ' � �� :1 1 � ,.
, �
Wetland 1 was described as a TSPe 1L-PF01B,and Type 3 PEIVI/SS IF wetlandcomplex:`Wetland 1
is:doininated b}�reed:canary grass{Phalm-is arundinacea),giant aoldenrod(Solidago gigafitea);red
maple(ac�r resbrestn)and pussy willow(salix discolor).The soil contained a histic epipedon with a �
semi-restrictive�clay layer at 9 inches below the ground surface.The soil was saturated to the surface . � �
within the depressional area and tested positive when fhe FAC-Neutral test was applied.
The adjacent upland was dominated by reed canar.y grass and �Ganada goldenrad (Solidago
canadefasis). The soil contairied a tHick dark surface.and was depleted below 1.7 inches identifying
tlus so�l hydric,but no indicators of hydrology existed even tliough the rainfall amount just prior to
the site visit was over 3 inches above average.
. Area.A was originallyinvestigated due to the dominance of reed canary grass and a willow species .
(Shcix spP,)along wi.th the presence of standing water.After further investigaCion zt appeared that the
area had been hydrologically altered because there were a number of PVC pipes and corrugated
plastic pipes gresent fhat appeared ta have:discharged wafer.SER personnel did notcollect soil data.
within Area A due to the�possibility that underground pipes ma}J be damaged.Area A was therefore
_ . identified as:a questionable area. �
�����5����
SER completed ali on-site deTineations based on the three required technical criteria as outlined b,y
the 1987.Manual: the presence of hydric soils, a predominance of hydrophytic vegetation, and
indicators of wetland hydrology in eaah basin_The site visit porfion:of the wetland delineation was
. completed on October 2, ?007.
�.� SER personnel:examined the subjeet praperty forareas.ineeting jurisdictional weCland criteria during
the site visit and delineated the edge of one basin as being jurisdictional wetland and iden�ifieel one �
area as being jurisdictionally guestionable(Figure.5). Detailed soils,vegetation and hydrology da�a
for the wetland area is provided ip the data sheets of The Technical Doc.umentation.Section. A�set of
full-scale f gures is given in the Figures Section. .
� �C����+�������
Activities which impact or potentially.impacC wetlands aaze currently re;ulated aC several levels of
government. In Minnesota,the two primary jurisdictions are covered at the state and federal levels
by the pro��isions of the following legislative acfions.
� State jurisdiction by the Wetland Gonservation Act.of 1.991. (WCA) administered
. � by tne WCA Local Cro.vernmental Unit (LGrU).
� Federal jurisdiction by the Clean V�ater Act of 1972 and subsequent amendments.
SvobodaEcological Resources 80 Wear Lane
Project No.:2007-80-03 10 Gary Desantis
, Wetland protection is implemented by the Corps of En;ineers (Corps) with permit
certification issued by the Environmental Protection.Agency.
W.hile the wetiland boundary that SER,has delineated is noe official unt�l approved by a WCA , �
� appLOVed local aovernment unit(LGU),SER advises the property owner/developer to refrain From.
any�f'�lIing, draining,or excavating, or any impact to the area SER has.delineated as wetland. No .
,
• grading or filling in wetland basins should commence until all necessary permits:have been obtained.
Violation of wetland regulations has resulted in substantial civil and criminal •penalties. Local
ordinances may regulate weCland modifications such as brush and free:removal and burning in
addition to grading and filling. Depending on tihe iocation of the,propexty, buffers around the
wetland znay also be protected. Any activities in the proximi .ty of the wetland shauid be cleared with
appropriate WCA reo latory agencies. It is also advisable to have the wetland boundary surveyed by
�a licensed land surveyor, or located with a sub-meter GPS unit. Since the lath used along the
houndary can be vandalized or inadvertently knocked over,a survey or GPS location of the lath'will
assute the permanence of the boundary. The client should also be aware that approved weCTand
boundaries are typically�alid for only three years from the date of approval.
�>...��._._. .... ,.._ 4 _-- ------____ . .. _._ __ ..
To avoid project delays associated with:wetland regulations,itis essential that you acquire necessary
�ermits from all jur'isdictional agencies before initiafing acti�ities. A�WCA Sequencing form, a
�WCA and Aimy Gorps�of Engineers Replaeement Plan .Application form, and :a DNR permit
agplicafion are among the materials thal you may be required to submit if impacts are proposed for
the delineated w.etlands. B'y.initiating the permit process as soon as possible,potentisl costly delays
to the project may be avoided.
Svoboda Eco(ogical Resources . 80 Weaz Lane
Projeci I�'o.:2007-80-03 11 Gary Desaniis
, �.
� ��IZT,I�ICATI�►I�
Brian Burgner and Ben Cazlson completed Ehe above-described delineation on October 2,2007. This
delineation was performed according to the procedures described by the US Army Coips of
Engineers in the 1,9$7 WeClands Delineation Manual and the 20071VIidwest Regional Supplement
Wetland Delineation Manual. The delineation meets the standards and the.criterion described in
these manuals and conforms to the appIicable standards and°regulations in force�at the time the
� deIineation was completed.
Report was prepazed by Brian Burgner(Wetland;Ecologist II)and Graphics were prepared by Josh ,
Johnston(GIS Specialistj October 9, 2007. �
Ctient: Gary Desantis •
Project,Name: 80 Wear Lane • � �
Project No.; 2007=080-.03
Locafion: Orono,IVlinnesota
� .• � . .
� .�, � � . . .
Wetland Ecologist II
Wetland Delineator-Certi£ied � -
V• ��_
President, S���.oboda Ecological Resources �
CWB,PWS � .
Svoboda Ecologicat Resources � 80 Wear I.ane
Project No.:20fl7-80-03 . 12 Gary Desantis
� � - 1
�
����.�������
Minnesata De�artmenC of Natural Resources Protected Waters In�entory Mag,Hennepin County.
.198:5. .
USDA.Snil Survey of He�ireepin.Cor�nt��. June197Y. 159pp. plus.appendices.
United States Fish and Wildlife Service National Wefland Inventory Nlap—Excelsior
Quadrangles. i991. (Taken from IVIay 2D06 aerial photographs). � .
USGS. Digital Orthophoto Quadrangle—Hennepin County,.Section 4,TownsHip 117N, Range ., �
23VV. USGS. May,2003. �
� �
United States Natural Resour.ce Conservation Service Website, address: ' �
httpJ/soils.usda.gov/technical%classifcaGion/oscl/index.html, Official Soil Series Descriptions.
�
..�
Svoboda Ecological Resources 80 Wearl.ane
Projecf No._2007-80-03 13 Gary Desantis
, ,
� I�I'I'El��'LJI� ��E�l�CE� .
' Cow:ardin,�L.M.,V.. Carter.,F.C. Golet, and.R.T.LaRoe. 1979, Classifccation of Wetlands and � � � �
Deepwater Habitats of the U►zited States. U.S.:Fish and W:'ildlife Service,FWS/OBS-79L31. �
103pp. , .
Eggers, SCeve D.and Donald M..Reed. :1997. Wetland Plants and Plant Con2rnunifies of
Nlinnesoza and Wiscorasin. U5 Army. Corps of Engineers, St.Paul DiStriet.2b3pp,unclassified.
Environmental Laboratory'. 1987. 1987 U.S.Anny Corps of Engineers Wetlands Delineation.
1Vlanual. Technical Report Y-87-1, US Army Engineer Waterways Experiment Station,
Vicksburg,IViississippi.
Gleason,H.A.and A.C. Cronguist. i991, Murival af Vascula�-:Plants of Northeastern United
States artd Adjacent Ca�aada. New York Botanical Garden,Bronx. 9I Opp.
National Technical Comniittee for`Hydric'Soils. 1991; Hydric Soils of the`Un,ited States.
USDA Soil Gonservation Service,Washington,D:C., IVfisc, Putilicat�ion Number 1491. 199I.
Sabine,B. .T; 1999. Natiorial List of Planf Species thai Occur in Wetlands:Region 3-1Vor-th
.:Cen�r.al(Izidiana, Illinois, Iomd; Miclzigan, Minliesota,lVlissoccri; Wisconsi�): Resource. . .
. � . IVlanagement Group,Inc: 77pp. . � � _
Shaw;S.P.,and C.G. Fredine. 1,956. Wetlands of the United states. 'LJ.S.�Fish and Wildlife
Service,Cir`cular 39. 67pp. �
U.S. Army Corps of Engineers.. 2007.. Interim Regional Supplentent to the Corps of Enginee�s
Wetland Delineation Nlunual: Midwest Region.. ed.7.S.Wakeley, R.W. L'ichvar, and.C.V.
Nobel. ERDC/EL TR- . Vicksburg, MS: US Army Engineer Research and Development
Center. . .
Svoboda Ecologicat Resources 80 Wear Lane
Project No.:2007-80-03 lt� Gary Desantis
, ,
i �
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—5.0 Acres a Da2a Projected in North �� ure 5
' PartoftheNE'/+ofiheNW'/. �� �pproximate 111�etfand Boundary Map qmericanDatumof1�83, g
ofSeciion4,T117N,R23W Overlaid on 2006 Aerial P.hoto ra h UniversalTransve�se
• 93°35'49'W,44°58'17".N P � g p y MercatorZone 75 N.
Boundary Source: "
�Approximate Parcel Boundary ���Databa�se 2007-OBO
' ��,�i S����B� o °••-�A Approximate Wetland Boundary 80 Wear Ln S
;, :-�� 2so
.• � Ecoiogital .Resources Feet �o/s/2 0�
� . �
T� TEC�TiCAL D6JCIJIVIEI��ATI(JI�t SECT'IOI�T .
. .Field Data Sheets
� �
, ,
.�
<� s�:
,
� ` �_ �+ 9' 0���� ��0���18���� �S��J A��L.,��
,�� �i. - .
.- � :;�1�� YTretlands Inventory cPc Deltneafion•Fisheries•Wildlife•Natrrral Communities
.�
Pro)ecUSite: SD Wear Lane Ci.ICoun Orono/Hennepin 10-2,07
ty tY� Sampting:Date:
ApplfcenUOwner. 5tate:.MI'� Sampling Poinr 5P-.1-1 We�
Invesfigator(s): BPCBKB Sedion,Toivnship,Range: Section 4,T1 I7I1,R23W
Landform(h(ilslope,terrece,etc:):. Local refief(concave,convex,none): Concave
Slope(°.5): Lat: � Lang: Datum:
So11 Map Unit Name: Cordoua NWI dassification: PEMC
iqre ciimaUc/hydrolog�:cond�Uons.on the slte typica!for this time.6f year? Yes No � (If no,explafn in Remarks,) .,
Are Vegetation ,Soif ,arHydralagy significandy disturbed? Are'Normel Circumstances'present? Yes � No
Are Vegetation_ :SoH ,or Hydrology naturapy protilemadc? (If�eeded,explain arry answers tn Remarks;y
SUNIMARY OF FiNDINGS— Attach site map showing sampling poinY locations,transects,important features,etc.
HydrophyticVegetaUan Pfesenl? Yes � No 1s:the Sampled l4rea,wlthin a Wetland? Yese � . No
Hydric Soll PtesenlT Yes � No pistance from:0elineated Edge $ Ft Above Below ✓
Wetland HydrolagyRresenl7 Yes '' No
Remarks:
�
. . - - - - ._. . s �
_._ _ ,.
VEGETATIDN—Use scientlfic names of planfs.
Absolute Dominent Indicator pominaneaTestworksheer
Tree 5tratum (Plot s(zea: 3Dh `) 4�Cover saecias? Stahrs . � �
�. Acern+6nem � 1U ✓ FAC NumtierofDominantSpecies
ThaF Are OBC,FACW,or FAG: 4 (A)
� 2, Safixdisrnlor 20 ✓ FACW
Tdta1 NumbernfDominanf
3' , Specles Across AlI Strata: 4 (�
4. •
fi,. Percent ofDominent'$pecles
'That Are OBL,FACW,or FAC: 100. ��� '
Total Cover. 30 •
Seot(nalShnib Siratum ( �) Prevalence lodex.workaheet: � �
�• Total9oCoveraF. MulUolvbv: '
2• 08L species x t S
3• FACWspeGes x2=
4• FAC species x 3=
s• FACU spedes. x 4 a
Total Cover. UPL specles, x 5=
Hefb'Stratum ( 1-m }
� ColumnTotais: {A) (B)
1.,Phalaris arundinaceo 70 ✓ FAC�V-t
2_ Solidaga giganiee 2D ✓ FAC1Vt Pi6yglgrtC2 Ifid67C a 6/A=
3 Typhaan�usrifolia 5 OtIL HydrophyHc Vegetation lndicators:
4. � Domtnance'fesCis>50°fo
5. _Prevalencelndexis s3:tl'
6. ' _ Mo[phologiaal Adaptations�(Provide supporting
�, data in Remarks or on a:separate sfieet)
g, � _ProblematicHydrophyticVegeta8on'(Explain)
9.
�p, ' 'Indicators of hydric soii and wetiar�hydrology must.
be present. '
Total Cover. 95
Woodv Vne Stralum ( )
�• Hydrophytic
2: Vegetat3on
PresentT Yes `' No
Totat Cover_
Remarks: (Include photo numbers here or on a separate sheeL)
US Army Corps of Englneers Midtvasf Region—DRAFT Ver�i�n 6-4-2(107 �
, , 4
,
��Q%��SVO�ODA ECOL�GICAL. I�SOURCES
f r,,
`}�';,�f- 11'ellcuxl.elm•eutan•d Dclinerrrinn•FisGerirs•117I�Uirc•fiim�raf Canmimilicx
SOIL Sampling Pointi SP 1-! �Vet
Proftle Description: (Describe to the depth needed to documentthe indic�ator or confirtn-the.absence of indicators.)
Dep1h Mafrix Redox:Features �
inch Colorfmois►1 '1' Coior{moisi) 9� Tj�e Loc Texture Remarics �
0-9" N 2.5/0 100. Oa Organic
9-20" . N 2.S/0 lIXl � Clay .
'T : C=Gonsentcation.0=D$ etion;RM=Reduced MaMx,CSaCovered orCoatetl S`artd Grains. �Loca6on: PC=POre LINn ,M=Matrix.
Hydric Soillndicators: 9ndicatars farProblemaflc H.yd�tc Soils'r
'Histosnl(Ai) !5endy Gleyed Matrix(S4) _CoasF Pralde Redox;(A16) .
°:His6c Epipedon..(A2) _ Sandy Redox:(S5� _ Iron-Manganese Masses(F12)
_ Black HisUc(A3) _ Strtpped Matriz{S6) _'Other(Explain ln Ramarks)
_Hydrogen Sulfide{A4) _Loamy Mucky Minerai.(Fi)
_StraUfled Laye[s(As7 ' _, Loamy Gieyed Matrix(F2)
_2 ctn Muck(A10) _ Depleted Matrix(F3} �
_ Depieted Below Derk Stuface(A1.1) _RedoX Derk Surface(E6) .
_'ThlckDa�icSurtace(Al2) _�I]eple{ed 0ads Surfac�(F� 'Indicators�of hytlrophytic vegetation end
_SandyMucky Mineral(S1) _ Redox'Dapresslons(F8) vuelland hydrology must be presenL
_ 5.cm Mucky Peat or Peat.(53)
RestricUva Laver(if obsenred):
TyPe. .Clay layer
Deplh(Inches): 9" HyBdc Sol!Present? Yes '� No
Rema�ics: .I.hick.organic soil
HYDROLOGY
Wetland'Hydrvlogy indlwtors:
�Li�arvindicators(miNmum of one is required;chedc aII ihat anpiV) ^Sscondervindlcafors lminimum of two reauired)
_Siaface Wafer(A1). _Water-5tained.Leaves(69) _Surtece So14Crecks(BB)
_ High WaEerTable(A2) _Aquatic Fauna(B13) i Orainage Pattems(610)
�Saturation(A3) _TrueAquaHcPianls(B74) _ Ory-Season WaterTatle(C2j
_Watar Marks(B'!) _ Mydrogen Sutflde Qdor(C'C) �:_ Crayfiah Hurrows(C8j
_Sediment Deposits(B2) _ Oxidized Rhizospheres on Uvirtiq Roats(C3) _,Saturailon Vlsible on Aerial Imegery(C9)
_Drift Deposiis(83) _Presence of Reduced Iron(¢4) �Geomorphic PosiNon{02} �
_Algal MaCor Cnist(64) _ RecenYlron Reducdon M Tilled..Soils(C6j = FAGNeuVal Test(057
_ Iron Deposfts'(B5) _ Thfn Muck Sur(ace(C�
_ Inundation�sible on Aedal Imagery(87) _ Gauge ar Well Data(D9)
_ Sparsely Vegeialed Conpve Surface(B8) _Olher(Explein in Remarks)
Fleld ObservaUons:
Surfac�WatecPresenl? Yes 'No '' Deplfi(inches):
Water Table Present? Yes '' Na Depth(inches): ��
Saturation Preseni? Yes � No Depth pnches): surface WeUand Aydrology Present? Yes � No
indudes ca flla fin e
Describe Recorded Data{stream.gauge,moNtoring well,aerial photos,prevtous tnspections),ff avaDa6le:
Remarics:
US Army Corps of Engineers Midvve�t Reninn—DRAFT Versinn ft=1-2007
� i
.''
I �t�a
.��'�� SV����A EC��.,�J���t�L �SC��J���S
� � . . . .
. ���` Wetlands.Lzventory dc Delineafion•F�sher.ies•�Idlife•Natzn•al Comnzzrnrfies
ProJecUStte: 80 Wear'Lane Cfry/County: Orono/Hennepin Sampling Dale: �0-2-07
ApplicanUOvmer. State: � SamplingPolnt: SP-I-1 Up .
' lnvesUgatot(s): $ECBKB Secllon,Toumstiip,Range; Secrion 4,T1.17N,R23W
Landfortn(hiltsiope,:terrace,eic.):: Local relief(concave,convex.none): COncave
� • Siope(°,U): L:aG lang: Datum:
SaU Map Unit Name: Cordova ' ���eg�����: None
Are ciimatic/hydrolqgic condHfions:on ihe site typlcal for this time of yearT Yes No � (If no,e�lain in:Remarks:)
i4re Vegetallon ,.5ail ,orHydrology signfficartiy disfurbed? Are`Nomnal:Cifcumsiances"present? Yes � No
Are Vegetation .Sail ,or Hytlrolagy naluralfy probiamaUC? (If needad,explain any answers in Remerks.).
SURIIMQ►RY OF FINDINGS— Attach site:map-showing sampling point locations,transects,Important features,etc.
Hydrophytic VegeteUon Presenl? Yea No,
r Is.the8ampied Area;wtthin a Wetland7 Yee No �
HyddaSoll Presenl? Yes Na °
� �Istanae:from Delineated Edge $ Ft Above ✓ :Below
WeUand Hydrology Presenl? Yes No.
Remarks:
VEGETATIqN—Use scientific names of pfants. �
Abaolute Dominent lndicator pominenceTestworkeheer
Tree St�alum .(Ptot slzes: � ) °o Cn le �s {�umber oFDaminant Specles �
1� That Ate:OBL,FACW,or EAC: , 2 (A) '
2.
Total Number cf Dominant
$• Spacles Acroas AllStrela:. 1 (e)
4.
- Pe�cant of Dominant SpeGes
6. That Ate OHL�,FACW,or FAC: 50 (A18) ,
Totei Cover.
SanllnaJSfirubSiratum ( ) Prevalence�indax�woticeheet:
1. � Tatal S9 Cavarof: Muiti6lv 6v; ,
2: � OBL species x 1= �
3.. FACW spacies ;z 2=
4: FAGBpecles x:3=
8,. � FACU spedes:. x 4*�
Totei.Cover. UPL speslas x 5 s
Hefb Sttalum ( 1•m j
1. Phnlarrs aruitdinacea 25 ✓ FACN+ COIUIM TOt8167 (A) (B}
2 Sol;dago giRcnreo 15 FACw+ Prevalence Index a 8/A�
3, SotidagocanodussFs ao ✓ FACU tlydrophyticVegetetlon9ndicators:
4. Dominan�e Teafls>60%
6. _ Prevalance Index ls 53:0' �
6. ' ' _ Modate'tn�Rema�rkstorion.e separate aheet) in8
7.
& —
ProblemaUc HydrophyUc Vegeta0on'.(Explain)
9.
'irxltcators afhyd�tc soii and wellentl hydrology must
10. . be present.
TotAI Cover g�
WoodvVine Stratum ( )
1. Hydrophytic
Vegetatton
2' .. Present? Yes No ''
Total Cover.
Remarks: (InGude phato numbers here or on a separate sheetJ
US Army Corps of Enaineers M��{�et R=gion—DRAf-T Versinn B-]-2(!D7
, ,
� � .
4�qt���SVO�ODA ECOLOGICAL �SOLTRCES
;°!�r'�.
.,'i'��: IjClI[Ip(I.SII11Ytl10Yi'C�DC•I7lINtIfIOR•Fi.cherie.�••f!YldliJ'c•.�'ntrrrrdCnnuuuniries
SOIL Sampling Point:.SP I-i Up
Rroft1e DescNpttort: (Descdba to the depth needed to dncument the.tndicator or confirm the absence of Indicatars.j
Depth Meirix Redox Features
lfnchesl Colm(moist) _� Color(moisi) % Tvoe LoC� Texture Remaiks
0-12" lOYR 2/1 i�Ofl � �CL
12-.17" . lOYR 2/1 100 Glay
17 24" 5Y 5/2 100 Ciay
'T e: C=Concentration,D=De e8on,RM=Reduced Mairix,CS=Covered or Coated Sand'�ralns. 'Loption: PLaPore UNn ,M=MaUix. �
Hydric SoifJndicators:, Indfcators for Problematic Hydric:Soils�:
_ HistosoC(Ai) _ Sandy Gleyed Matiitt(S4) _ Coast Pralrie Redox(A18)
_Hlstic Eplpedon(A2) _Santly Redox(56) _:Iron-Manganese:Masses(F12)
_Black Hletlo{A3) _ Shipped Matriu(56j _ Other(Explain(n Remarks)
_Hydrogen Sulilde(A4) _ leemy MuckyMfieral{F1)
_Strallfied Layers{A5} _ Loamy¢leyed Ma(dx(F2)
_ 2 cm:Muck(A10) _ Dapieted Maldx(F3)
.__. _�epleted Below Dark Surface(A11) _ Redox Dark SurFece(FB)
_Thlck Dark Su�face(Al2) _ Depleted Oerk Surface,(F7) 'Indicators of hydrophytic vepatellon end
_ Sendy Mucky.Minaraf(S1) _ Redox Depressions(F8) weUand hydrology muat be present.'
_ S cm Mucky Peat or Peat{S3)
RestricBvs Leyer,qfobsenredlo
, TYPe: .Clay layer .
Deplh(tnchea), 12" . Hydric Soll Preaenf7 Yea No '6�
Remarks:
HYDROLOGY
WeUand Hydrology Indicator�:
Primerv Ind(caters fminimum of one is reauhed•Chedi all that apolvl Secondarv Indicato�s tminlmum of two reaulred)
_ S�Fece Weter(At) _Water-9teined Leeves{89). _ SurFace Sofl Cracks(88)
_ High Weter Tahle(A2) _Aquatla Fauna(B13} �, Drainage Paflems(B10)
_'Saluration(A3) _TrueRquaUc Plents(Bi4) . _:Ory•Season Water Table(C2)
_Watet Marks(B1} _Hydrogen Sufflde Odor(C1)' _ Crayflsh Burrowa(C8}
_ Sediment Depos3ts(82) _ Qzidlzed Rhlzospheres on Uving Roots(C3) _'Sat�aaUon Visibte on Aerial imagery(C9)
. _ Ddft Depostts(63) _P�esenca of Reduced iron(C4) _Geomotpfilc PosiUon(02) .
_91geI Mat orCrust(64) _RecanYlron Reduation in TTUed 5olis(Cfi) _ FAC•Neutrat Test(D5)
_ Iron Deposlts(95) _Thin Muck Surfece:(C�
_ IrnmdeUon Visihle on Asdal.imagery(87) _.Geuge or Wetl Data(D� •
_ 5parsely Vegeteted Concave Surtace(88) =Other(Explain fn Remarks)
FIeId ObservaHons:
8urface Water Present� Yes No '' Depih(inches)>
Water Table Present? Yes No '' Depth(inchesj:
Saturalion Present? Yes '' No Depth(inches): 17�� Wetland HydrologyPresent? Yes No ✓
nciudes ca illa frin e
Describe RecordedData(stream gauge,moNtadng well,aedai pholos,praviaus inspecUons),If ava0able:
Remarics:
US Army Corps of Enaineers MidvmS!R=�i�n—�RAFT VPrs+on Fi-1-7Q07
t
. . , ! '
�
�
AB�ItE�A.TI0I�1S �'0�2 S�DII.�AT�JY�S AN:I� TEXT�J�S
� FEATURES � �
VF very fine
F few F. ' fine � F fai�at
C. comnton �g medi"um D dislinct .
M many � C coarse P promi�aent
VC very coarse
�'EXTURES
�
LS Loqmy Sand
.SL Sandy Loanz
Loam Loam �
SiL Sitt Loam
SCL Sandy Clay Loarn An"F"modifier in front of
any sandy soi1:texture, ,
abbre�iation("S")
CL, .Clay.Loam cepresents"Fine"ie.FSG '
or FLS.:
SiCL Silty,Clay Loam
SC Sandy Clay .
Clay Clay �
siC sitry ctay .
i
, � }
;
� �
. �
�
�
T� TEC�1ICt�L DOC�Ill�NTA.TI�IV S�CTI�Iv1 �
" . Plant Indicator Status
___. _. _._ ,
,
' � �
I1�I)ICATOR CATEGO�S*
Obligate Weiland(OSL)•—Occur almost.always(estimated,probability>99�7n)under natural conditions in
wedands:
�acultative Wetland(FACW)—Usuall��occur.'in we[lands(estimated pcobabitity 67%-99°!0),bue occasionally
found in non-wetlands.
Facultative(FAC)—Equally likely to occur in wedands or non-wetlands(eslimated probaLilit}�34%- 66%a).
Facultative Upland(FAGU)—Usually occur in non-wetlands(estimafed probability 67%-99%),but occasionaliy
found in�vetlands{estimated probabilit;}I%-33%)..
Obtigate.Upland(UPL)—:Occur.in wetlands in another region,buc occui almostalways(estimated pro6nbility
>99%) under natural conditions in non-wedands:inthe reoion specified.If a species does not occur in wetlands in
any region,it is not on the National List:
'�Reed, P_B. '19$8. National Iist of plant species fhat occur in wetlands: Minnesota. National
Wetland5 Inventory,U.S.Fish and Wil�ilife Service,St. Petersburg,Flor.ida. �
� , �
THE TECHNICAL DOCUMENTATION SECTION
Soil Series Descriptions
Acquired from Natural Resovcce Conservation Seruice Website,OfEicial Soil Series Descriptions �
� ..��� � . � �
CORDOVA'SERIES
The-Cordo��a series consists of ver}�deep,poorly drained.soils that:formed mostly in loamy calcareous.g(acial till on
ground moraines and cill piains.The upper part of the profile.in some of these soils formed in modified glacial tili:
These soils have moderately slow permeability.Their slopes are less than,2 percent.N1ean annual precipitation is
aboue28 inches.Mean annual temperature is about 48 degrees F:
TA�ONOMIC CLASS; Fine-loamy, rnixed, superactive, mesic Typic.Argiaquolls
• TYPICAI.P�DON: Cordava clay:laam with a plane slope of 1 percent in:a cultivated f eld.
� (Colors are for moist soil unless othervvise stated.)
Ap—O to 10 inches;black(N 2/0) clay loam, very dark gray (1:OYR 3/T) dry; moderate medium
subangular blocky strueture;friable; about 1 percent gravel; neutral; abrupt wavy boundary.
A--10:to 18 inches;bTaek�(N'2/0) clay loam,bery dark gray(�lOYR 3/1) dry;,moderate medium,
subangular blocky structure;friable; about 1 percent gravel; neutraT;clear wavy boundary.
(Combined A hor.izon is 8'to 20 inehes,)
Btg'1-=1$to 3.0 inches;olive gray(SY 4/2)clay loam;few fine prominent dark yellowish brown
� (1.OYR 4/6).Fe<concentrations;modetate medium angulaz blocky structure parting to moderate ..
�'ine angular�bloc�y; friable;common very dark gray(5Y 3/1) clay films on faces of peds and in
pores,;about.3 percent gravel; neutral;clear wavy boundary. �
Btg2-30 to 38.inches; olive gray(SY 5/2) clay loam; common fine prominent dark yellowish
brown(lOYR 4/6j Fe concentrations; weak medium subanb lar blocky sfructure;friable;few
distiinct uery dark b ay(SY 3/1)clay films on faces of peds and in pores; abaut 3 percent gravel;
neutra.i; a6rupt wavy boundary. (Combiried SCg horizon is 12 to 40 inches thick;)
C--38 to�80 inches; light olive a ay(SY 6/2)Ioam; common medium proniinent yellowish brown
{1OYR,5/6)Fe concentrations; massive;friable;about S percenf gravel; strongly effervescent;
�slightly alkaline. . '
TYPE LOCATiON: Waseca County, IVlinnesota;about 5 miles nortYi'of Waseca; 5�0 feet.soufh .
and. l 100 feet east of the northwest corner of Sec.22,T.108N.,.R.22V►T.; USGS Morristawn
quadrangIe; lat. 44 degrees 8 minutes 32 seconds N. and long. 93�egrees 27 niinutes 45 seconds
W;,NAD27. �
RANGE IN CHARACTERISTICS: Deptli to.free carbonates ranges from"24 to�.0 inches.
Thickness of the mollic epipedon ranges from 10 to 24 inehes. &ock fragment content is 2 to 6
percent throubhout and is of nuxed lithology,but some pedons haye less than 2 percent in`lhe .
u.pper part.The A hor.izons are neutral to.moderateTy acid. The B horizons range from strongly
acid�to slightly alkaline.
The Ap or A horizon has hue of 10YR, 2.SY or is neutral;�Talue of 2 or 3 and chroma of 0 or l. It ��
is loam,silty clay loam,-or cla5�'loam.Eluviation is evident in some pedons.by a few porous
coatings on fhe.faces of peds in the lower A and/or upper B horiozns.
_ �
Some pedons have AB horizons.
The Btg horizon has a matr'v: with hue of 1OYR to SY, vaIue of 3 to 5, value of 3 is only in the
upper part, and chroma of 1 or 2. Some pedons have a BA horizon. The B horizon typically is
silty clay loam or clay loarri but ranges to loam in the lower part: The upper 20 inches of the
argillic:horizon averages between?8 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 horizon 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
or clay loam and is slightly alkaline or moderately alkaline.
COIV�PEZ`�NG SEItIES: These are the Barr�r, Ber�Ril'le,Brookston,Bunfin�+ille, Clackamas,
;I-iarnel,rameseon, MarenQo, Millarove,l�avan,I�losoni,Rensselaer,and We��land:series. Barry
soils fiave less than 27 percent clay in the control section. Berville soils contain more than 6
percent gravel in the control section.Brookston soils are more moistin the soil moisture control
section during the 120 days £ollowing the summer solstice and have less montmoriilonite in the
Iower part af theseries contral section.Buntingville, Clackmas, and Nosoni sails are drier in the
soil moistu:re control section during fhe 120 days following the summer solstice. Hamel soils
have A horizons 16 to 27 inches thick and and chroma of 1 or less in the upperB horizons.
Jameston soils have very firm till beginning at depths ranging from 18 to 30 inches. Marengo � �
soils typically have thicker sola,contain appreciable amounts of sedimentary rock fragments in
the silry clay lower B and C horizons,.and are more moist in the soil moisture control section.
Millgrove soils have up eo 15 percerit gravel in the upper part and 7 percent or more in the lower
part of[he control section and very poorly drained.. Na�!an sofls have than 35 percent more clay
-in the lower B and C horizons. Rensselaer soils fiave reaction greater than 6:1 in the upper part of
. the controi section,are more moist in the moisture control section and are poorly drained. �
Wesdand soils have 7 percent or more grave}in the lower part of fhe control section.
GEOGR.�I'HIC SETTING:=The Cordova soils have sIightly concave to.slightly convex slopes
on broafl flat ridge tops in rolling moraine areas ar on lower lying areas in ground moraines and
till plains. Slope gradients are 0 to 2 percent. Soils formecl znostly in friable,calcareous, Iaamy
till of Late Wisconsinan age. However, the upper part of the sola irr some pedons is from
modified glacial till or drift. The mean annual temperature is about 45 to 52 degrees F. Mean
annual�precipitation is about 26 to 32 inches. :
.{ .
GEOGIPAPHICALLY ASSOCIATED SOII�S: The main ones are the Dund�s, Lest�r, and�e
Sueur soils. These soils formed in materials.si�ilar to thase 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 poorly to poorly drained Dundas soils are on nearby higher positions. The poorl.y
drained Webster and Hamel soils and the very poorly drained Glencoe soils are a nearby
associate in a few places.
1 '
� �.r.. .
:DRAINAGE AND PERMEABILITY: Poorly drained. Surface runoff is low. Permeahility. is
moderately slow.
U�E 1�ND'VEGETATION:Most of the soil is cleared., drained and cropped to�corn and
soS�beans. A f�w areas remain in woodlots or permanent pasture.Native vegetation was northern
. hardwoods,largely basswoc�d, maple, and elm,and an understory of grasses and sedges,
DISTRIBUTION AND EXTENT: South-centrai Minnesofa and north-central Iowa.Extensive.
IVYLRA OFFICE RESPONSIBLE: St.Paul,Minnesota
� SERIES ESTABLISHED: Waseca County,Minnesota, 1963.
REMARSSs Diagnostic horizons and features recognized are: IVIollic epipedon from 0 to 18
inches (Ap and AB horizons); argillic horiaon'from .l$to 38 inches(Btg1 and Btg2 horizons),-
aquic�moisture r���ime-low chroma with redox features beneaEh the mollic epipedon.
ADDITIONAL DATA: Refer to pedon 69 MN-7-1.1 for results of some laboratory analysis of
the typical pedon of.this series.
HAIVIEL SERIES �
The Hame4 series consists of very deep,poorly drained and somawhat poorl}�drained soils that formed in slope
: colluvium and glacial till-on moraines.These soils have modecately slo�v permeability.Their slopes range from 1 to
4 percent.IVlean$nnual precipitation is abouk 28 inches.Meari annuaT air femperature is about 47 degrees E;
� TAXONOMTC CLASS:Fine-loamy, mixed,superactive, mesic Typic Argiaquolls
. TYPICAL PEDOI�: Hamel loam with a 2 percent concave 5lope on a glacial moraine in a �
cultivated field. (Golors are for moist soil unless otherwise noted.� �
tk:p--O to 10 inches;black(lOYR 2/I)loam,very dark brown (lOYR�,/2) dry; wea�very fine :
subangular blocky structure;friable;common very fine roots; about 7 percentgravel; neutral;
abrupt smooth boundary. .
A--10 to 16 inches;black (1OYR 2/l) 1oam;very dark b ay(lOYR 371) d.ry,; weak•very�ne
suban�ular blocky structure; friable; common very f ne�oots; about 4 percent a a�el;neutral;
gradual smooth boandary. (Combined thickness ofA horizon is 14 to 3.0 inches.) .
A:B--16 to 24 inehes; very dark gray (lOYR 3/1)clay loam, dark grayish brown (lOYR 4/2) dry;,
many�ne prominent brown(7.SYR 4/4)Fe concentrations; moderate fine angular blocky
structure.; friable; common very fine roots;about 4 per.cent gravel;neutral; a adual wavy
boundary. (O to .10 inches thick.) -
Btgl--24 to 40.inches, very dark grayish brown (2.�Y 3/2)clay loam, grayish brown (lOYR 5/2)
dry; many �ne prominent brown(7.SYR 4/4) Fe concentrations;moderate medium prismatic
structure; friable; few black (lOYR 2/1) clay films on faces of peds; about 5 percent gravel;
neutral; gradual wavy boundary.
Btg2--40 co 46 inches;.dark grayish brown{2.SY 4I2)clay loam; many coarse prominent brown
(7.SYR 4/4)Fe concentrations; moderate medium subangular blocky structure; friable; few black
(1OYR 2/1)clay films on faces of peds; about 4 percent gravel; neutraI; clear wavy boundary.
- (Combined.thickness of Btg horizons is 12 to 30 inches.)
Cg1--46 to 55'inches; olive gray(SY 5/2) l�am; many medium prominent yeilowish brown
(lOYR 5/61 Fe concentrations; massive; friable; about 3 percent gravei; sfightly effervescent;
slightly alkaline; gradual wavy boundary.
� Cg2--55 to 80 inches; olive gray(SY 5/2)loam; many medium prominent yellowish brown
(1 OYR 5/6)Fe concentrations;massive; friable; about 4 percent b avel; slightly effervescent;
slightly alkaline.
� TYPE LOCATION: Wright County,Minnesota; about 1.5 miles southwest of Silver Creek,
1200 feet souCh and 2300 feet west of the nartheast corner of Sec. 18,T.121 N„R.26 W.,USCS
' Annandale quadrangle; lat.45 degrees 17 minutes 34 seconds N.; long. 94 degrees 00 minutes 13
seconds W.;NAD27
RANGE IN CHARACTERISTICS: Depih to free carbonates range from 30 to 65 inches.The
mollic epipedon thickness ranges from 2�to 60 inches.Typically the�pper colluvim contains
less ihan 2 percent b avel.by volume and the lower part contains 2 to 6 percent gravel by volume
; of mi,�ed lifhology.
The A horizons have hue of lOYR or is neutral, �alue of 2 or 3, and chroma of 0 to 2.TypicaIly �
' it is loam or clay loam,but silt loam or silty clay loam are within the�range. It has coatings of
clean sand and silt particles in the lower part of the A horizon in some pedons. It is moderately
acid to neutral. �
, The Btg horizon has hue of l OYR, 2.SY,ar SY,vaiue of Z to 4, and chroma af 1 or 2. It is clay
�oam, silty clay loam high in sand,or:loam..It has between 25 and 35 percent clay and I S to 35
percent �ne sand and coarser. It has S/A clay ratios of 1:2 to 1.4. It has few to many, faint to
prominent clay Films.It is moderately acid to neutral.
The C horizon has hue.of a 2.SY or SY,value of 4 to 6, chroma of 1 or 2. It is laam or clay loam.
It is slightly alkaline or moderately alkaline.The clay content ranges from 1$ to 32 percent and
the total sand content ranges from 25 to 45 percent.
GOIV�ETII�IG SERIES: These are the Alvada, Banv, Ber�rille, Brookston, Buntinst�ille,
Clackamas, Gordova, Foresteitv,.Jameston, Maren�o, I1!Iillarove, I�Tavan,Nosoni, Rensselaer, and
«�eselanel soils.The Alvada series (Tentative- OH) is not in the OSD file at this time. The Barry,
Berville,Brookston,Cordova,Marengo,Millgrove,Navan, Rensselaer,and Westland soils have
� 1
a mollic epipedon that.is ]ess than 24 inches thick. The Buntingville soils have carbonates at
� depths of less Chan 20 inches. The Clackamas and Nosoni soils Iack free carbonates in the series �
' control section.
The Forestcity soils have 45 to 65 percent sand and 10=to ,1$ percent ciay,in the under:lying
material. The Jamestown soils formed in a firm and very firm till associated wifh the Iowan
Erosional surface.
GEOGRAPHIC SETTING: Hamel soils have concave slopes in swales,rirns of closed
depressions, foot and toe slopes,and upper drainagewaSrs below sloping to very steep slopes. �
Slope gradients are l to 4.percent. Hamel soils formed in slope colluvium and glacial till of Late
Wisconsinan Age. Mean annual air temperature is about 45 to 48 degrees F. Mean annual
precipitation is about 25 to'30 inches.Frost free days range from 125 to 165. Elevation above sea
leveI ranges from 700 to 1600 feet: �
� GEOGRAPHICALLY ASSOCIATEH)SOIL,S: These are principally the Alvden and Lester
soils.These soils are well drained and aze on the higher lying, gently sloping to very steep
slopes.
DRAINAGE AND PERIV�EABILIT�.': Poorly drained and somewhat poorly drained. Surface
runoff is low or moderately low. Permeability is moaerately sIow.The apparent seasonal high
water table is at .5 to 1.5.feet for the poorly drained phase and 1.5 to 2.S feet for the somewhat
. .poorly.drained phase during spring in normal years. .
USE AND VEGETATTON: Most of ti�is soil is cropped to corn,hay, soybeans, and small
grains.However,significant areas are in pasture and forest. Natiue ��egetation is mixed wet
prairie grasses and deciduous forest.
. ;i .
;
DISTRIBUTION AND EXTENT: Primarily in the southeast one-quarter of Minnesota in the
timbered, hilly, "gray" till region. Moderately extensive. . �
' MLRA OFF.ICE RESPfINSI�LE: St. Paul, Minnesota
�S�I2IES ESTABLISHED: Hennepin County,Minnesota, 1969.
REMARKS: Diagnostic horizons and features recoa ized in fhis pedon are: mollic epipedon-
the zone from the suri'ace to a depth of 40 inches.(Ap, A, AB and Btgl); argillic horizon -fhe
zane from 24 to 46 inches:(Btgl,Btg2,).Type location moved from H'ennepin County,Mn. to
VJright County,Mn., 11/96 to better exemplify the series concept.
A somewhat poorly drained overwash pha5e is recognized that has 8 to 20 inches of colluvium
o�er the original dark colored surface.
ADDITIONAL DATA: Refer [o MAES Centcal File Code No, 785 for results of some
laboratory analysis of this series. -
LESTER SERIES
The Lester series consists of very deep,well drained soils that formed in calcareous loamy glacial till on till plains
and moraines.T.hese soils have moderate permeability.Their slopes range from 5 to 70 percent..Mean annual
precipitation is about 28 inches.IvIean annual temperature is abou�47 degrees F. .
TAXONONIIC CLASS:Fine-loamy,mixed, svperactive, mesic Moliic Hapludal�s
TYPICAL PEDON:`Lester loam with a cdnvex slope of about 9 percent on a gr�und moraine in
a cultivated field. (Colors are for moist soil unless.atherw.ise noted.) . �
Ap--O to 7 inches.;�ery dark grayish brown (l0YR.3L2j loam, grayish brown (1OYR 5/�) c�ry;
moderate fine subangular blocky structure; friable;many f ne roots; about 3 percent grave�;
slightl3�acid; abrupt smooth boundary. (6 to 10 inches thick) .
Bt1--7 to 21 inches;brown (1OYR 4/3)clay Xoam;moderate medium subangular blocky
strucfure;firm; many very fine roots;common very dark grayish brown(lOYR 3/2�elay.films on
faces of peds and few very dark b ay:(lOYR 3/1)organic coats on faces of peds; about 2 percent
gravel;:slightly acid; clear smoo.fl�b.oundary.
- -- $t2--21 to 38 inches; dark yellov��ish brown(lOYR 4/4)clay loam;modera.te medium subangalar
blocky structuie; friable;comrnon�ine roots; common dark gcayish brown (:1 OYR 4/2) clay films
on faces of peds and few very dark brown (1:OYR 2/2) organic coats on faces of:peds; about 3
percent gravel;slightly acid; gradual smaoth boundary. (Combined Bt horizon is 10 to 40
inches:)
Bk1--38 to SQ inches; yellowish brown(1OXR 5%4)loam;weak medium subangulaz blocky
structure;friable;fev�� fine roots;common very pale brown (10YR 8L2)carbonate threads; about
2 percent gravel;violently effervescerit;slightIy alkaline; clear wavy boundary: .
Bk2--50 to 50 inches;yellowish brown(10YR 5/4)loam; weak medium subangular blocky.
sfructure; friable; common fine distinct yellowish brown �1:OYR 5>6) reIict Fe concentrations;
common very pale brown(10'YfZ 8/2) carbonate threads; about 2 percent gravel;violently �
effervescent; sliglitly alkaline; clear wav.y boundary.
C--60 to 8p.inches;yellowish brown (1OYR�/4)loam; ; massive;friable; common medi.um
distinct yellowish brown (lOYR�/6)relict Fe conaentrations and few fine distinct light brownish
gray(lOYR 6/2)relictFe depletions; about 1 percent gravel; strongly effervescent; slightly
alkaline.
TYP�L-OCA�'ION:Wright County,:Minnesota; about 3 miles west of Otsego,:1460 feet south
' and 200 feet west of the nartheasr corner of'Sec. 15, T..121 N., R.24 W.; USGS Sig Lake
quadrangle;laf.45 degrees 17 minutes,29 seconds N.; long. 93 degrees 41 minutes 3 seconds W.,.
NAD27
RANGE IN C7r�ARACTERISTICS: Depth to free carbonates ran�es from 20 to 54 inchas.
Rock fragments of mixed litholo�y:comprise l to 8 percent of the volume of the cont�•ol section.
, �
, The A.or 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 5,and chroma af 1 to 3.The A and E horizons are loam or clay
loam,but saudy loam, fine sandy loam, or silt loam is within the.range. They�range from
moderately acid to neutral.
The Bt horizon has hue of lOYR or 2.5Y,value of 4 or 5, and chroma of 3 or 4. It is cIay.loam or
loam and has 24 to 35 percent clay anii 30 to 45 percent sand. The B/A clay ratios range from 1.2 ,
to 1.4. It is strongl:y acid to sIightly acid in the upper part and moderately acid to neatral in the
lower part.A Bw horizon is sometimes:present�below the St:
The Bk horizon has hue of 1:OYR or 2.SYR,value of 4 or 5, and chroma of 3 to 5.The Bk
horizon is loam or clay loam. It is slightly alkaline or moderateLy alkaline. Relict redoximorphic
F
features are present in some pedons:
� The C horizon has hue o€2.SY 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. Relict redoximorphic.features axe present in
some pedons.
COMPETING SERIES: These are the Anaus,�Ar��le,Baltimore; Bassett,Bloomin�, Caleb,
„ Dowagiac,Dunbridge, Gara,Koronis,Lauramie, Longlois, Lvdick,Mohawk;Neda;Newcbmer, '
Oneco, Orwood, Racine,Razort, SeUbo,TaoAi, Waucoma, and V��inneshiek soils in the same
� family.Angus and 3ebbo soil tiave saturation in the lower third of the series control section.
Argyle,Baltimore, and Oneeo soils have B horizons with 7.SYR or redder hue. Bassett soils are �
very strongly.acid to moderately acid in the upper part of the Bt horizon.Blooming and Racine
soils have 15 to 35 percent sand in the upper part of.the particle-size control section. Caleb soils
. have some subhorizons that have more than 45 percent in the lower.part of the controI section.
, Dowag'iac aad Koronis soils have]ess 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 average less than 2 percent rock
� fragments in the control section.Longlois, Lydic, and Neda soils have more than 8 percent rock
fragments in somesubhorizon of the eontrol section.Lauramie soils have mare.than 45 percent
' sand in some subhorizon in the middle part of the control section. lViohawk soils have a higher
content of silt and have dark colors in.the B horizon which apparently are�inherited from dark �
shale; Orwood soils have no roek fragments in the particle-size coritrol section. Razort soils have
less than 30 percent sand in the control section.
_ G�OGRAP'�IIC SE�`TIIiiG: These soils have convex slopes on moraines and till plains.Slope
- gradients range from 5 to 70 percent. They formed in calcareous, loamy glacial till of late
, Wisconsinan Age.Mean annual temperature:ranges from 45 degrees to 52 degrees F. Mean
annual precipitation ranges from 25 to 33 inches. Frost free days range from 125 to 165.
Elevations range from 700 to 1600 feet. .
GEOGRAPI�ICALI.Y ASSOCIATED SOILS: These inciude the Cordo��a,Dundas, Glencoe,
Hamel, HouRhtQn, Klossner,Le Sueur, Muske�o, and:Nessel soils. Poorly drained Cordova and
somewhat poorly and poorly drained Dundas soils are on flats and upper drainageways with a
high seasonal water table. Very poorly drained.Glencoe,Houghton,K]ossner, and Muskego soils
are mosCly in depressions.Poorly drained Hamel soils are on foot and toe slopes. Moderately
��ell drained Le Sueur and Nessel soils are on slightl}r elevated flats and gently convex slopes.
DRAINAGE AND PERMEABILITY: Well drained. Permeability is moderate. Runoff is
medium to high. .
USE AND�GETA�'ION: Mostly cropped to corn and soybeans. Some is in pasture and
forest.Native vegetation is savanna.
Y)ISTRISUTION A1VD EXTENT: S.outh-central and east-central Minnesota and northeastern
Iowa. Extensive:
. ML�tA OFFICE RESPUNSIBLE: St.Paul,Minnesota
SERIES ESTABLISH]EI�: Dakata County,Minnesota, 1945.
� REMARKS: Diagnostic Horizons and featured recognized:in this pedon are:mollic subgroup-
the:zone from the surface to 7 inches(Ap horizon); arbilIic horizon-the zone from 7 to 3�
inches (Bthorizons). Type location moved from Waseca County,Mn. to Wright County,Mn,,
_ . . ....._
11/96 to better exemplify the series concept within the MLRA.:S1Qpes of 1 to 5 percent that were
-previously correlaeed as Lester may be included with the Angus series in the future.
�
THE T,ECI3NICAL DOCUMENTATION SECTZOIV
� Wetland Definition
, , .
������� ���������
1lceording�to fhe 1987 U:S. Army Corps of Engineers "Weflands Delineation Manual" (1987
1Vlanual;the document used by all deIineators to define wetlands) a wettancl is "Those areas that
are inundated.or 5aturated by surface or ground water at a frequency anii duration sufficient to
support, and that under normal circumstances do support, �a prevalence of vegetation typically
adapted for life in saturated soil conditions." The IvYinnesota State Wetland Conservation Act .
. . Rules, Chapter 8420,further clar�fies that "...wetlands must: (1} have a predorriinance of hydric
soi�s; t2) be inundated or saturated by surface water or:groundwater at a frequency and duration �
sufficient to support a prevalence of hydroph�tic vegetation typically adapted for life in saturated
sQil conditions; and (3) under normal circumstances, support a prevalence of hydrophytic
vegetafiion" The T987 U.S. Army Corps of Engineers Nlanual in.Part II, item 24. states that,
"The interaction of hydrology, vegetafion, and soil results in the development of characteristics
unique to we�lands. Therefore, the following technical guide�ines for weflands are based on fhe
three parameters, and diagnostic environmental characteristics used in applyinb the technical
guideline are xepreserited�:by various indicators of these parameters." It is this premise by which
5ER ecologists has, in their professional judgment,.c�elineated the wetlands on the subject parcel
described in this r.eport.
Wetland Hydrology .
The most important wetland criterion is hydrology. The presence and persistence of water.
,influences the vegetation types and.changes soil :morphology. Hydrology may be obserued as
standing water(inundat'ion).,:or may be observed as freestanding water within the soil pit or auger
hole (saturation) usaally witiun the upper 12 inches. This is what would be considered primary
hydrology indicators: Only,one primar,y indicator is ,necessary to make the determination that
wetland hydrolog:y indeed exists. The 1987 Corps iVlanual also has a range of hydrologic zones
established based on period of inundation or satur�tion. These zones and the periods of
inundation or saturation for each can'be observed in Table 1 below:
Exce ted from the 1987 Manual,H drolo ic Zones—Nontidal Areas
Zone IVame Duration Comments Wetland or Not
I Permanently Inundated l 00% Inundation>6.6 ft.mean Noe(Aquatic Habitat Zone,or Deep Vlater
water de th Habitat)
Semipermanenfly To Nearly c�$_ Inundafion defined as
IT Permanenfl��Inundated Or ��00% �6.6 feet mean water Wetland
Saturated de th .
� Regularly Inundated Or �25-75% �Vetland
Saturated • •
� Seasonally Inundated Or <12:5- Wedand
Saturated 2�%
Ivtany areas having fhese
Irregularl��Inundated or Wetland(if hydrophytic vea.and hydric
V ! >5-12:5% hydrologic:characteristics soils also present
Satucateci
are no�wetlands
TntermiFtentty Or Never Areas with these
Vj 1 Inundated Or Saturated <$`�o hydrologic characterisdcs Not
are not wetiands
1
The definition of appropriate hydrology according to fhe 1987 Ivlanual incIudes two important
terLns that must be cl.arified. Eirst, the definition of a growing season is needed. The growing
season is def ned in the 19$7 Manual as: ".,:the portion of the .year when soil temperature
(measured 19.7 inches belaw the:surface)is above biological zero (5`C or 41°F)." According to
. fhe 19871VIanual this period of time can be approXimated by using the"starting and ending dates
for the gLOwing season based. on a 28D.F air temperature threshold at a frequency of 5 years .in
1Q." Based on this def nition the growing.season ranges approximately 1b0 days to 180 days in
'the Minneapolis/S.t.Paul metropolitan area (160�in the northern,suburlis and greater to the southj.
Therefore, the reguired inundation .or saturation to the surface for S% of the geowing season
would be 8 or 9 consecutive days:that ground water would need to be at the surface.or saeurated
to_the surface.
The secona term in°the appropriate hydralogy definition from the above paragraph to be clarified'
is "in mosc years". This means ia 5 of 10 years :hydrology must exist within a `ju�isdictional
wetland" far the 8 or 9 consecutive days of the growing season. T.his means that one observation
� date or even �ne whole year worth of deta'iled hydrology data may be deemed insufficient to
determine if appropriate hydrology exists at a given locadon. In the event that grecipitation
events aceumulate to above or below narmal durmg just prior ta a site visit or during a more
intensive hydralogy sfudy, the data may be con�ounded by non=normal circumstances.and may
be consideied outside the bound's of "most years". Ideally, both antecedent soil moisture .
conditions and precipitation would be n�rmal during.all delineafions. However, this .is not a
realistic impression of cIimate. Therefore, primary iridicattocs of hydrology must be reviewed �
with scrutin:y prior to determining if hydrology indeed e�ists.
Wetland hydrologq may 'be observed as standing water (inundation), or may be observed as
freestanding water within a soiI pit or auger hole (saturation) usuaTly within the upper I2 inches.
This is. what would.be considered primary hydrology indicators. Examination of this indieator
requires rligging a soil pit to a depth`of 16 inches and oliservinb,fhe 1eve1 at whicli water stands
after sufficient time has been allowed for water:fo drain into the hole. The :required time will
vary depending on soil texture. �'hiS ].evel represents the depth to fhe water table.; the depth to
saturated soils will always be nearer the surface due to the capillary fringe. According to the
. Hydrology eriteria`'in 'the 1987 Delineation ivlanual, for�soil s�tur.ation to impact vegetat�on, it
must occur within a major portion of the root zone, typically within 12 inches of the surface.
Oniy one primary indicatar is necessary to make the determina�ion that wetland•hydrology is
present. However; since a single observadon is nat-enough evidence, based on the percentage of
�the grawing season this inundation or saturation. is required, these data are only valid: when -
reviewed while also considerin� the abundance of recent precipitation events or the seas�nal
trend of ciimate when the site visit was made (this may be c�one through review of precipitation
records whece available). In:addition to the primarl� indicators of wetland hydrology, there are
secondary indicators (e.g. oxidized root channels, water-stained leaves, local soil survey data,
FAC-Neueral test), of which two must be present to consider the sample point as having wetland
hydrology. � �
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Hydraphytic Vegefation{Wetland Vegetation) •
Wetland vegetation is de.fined in the 1987 Manual as "The sum total c�f macrophytic plant life
growing in water or on a substrate ,that is at least periodically deficient in oxygen as a result of
excessive v��ater content. When hydrophytic �egetation comprises a community where indicators
o�hydric soils and wetland hydrology aiso occur, the area�has wetland vegetation." In more
standard terms, some;plants are more adapted to :growing within �inundated or saturated soil. .
Based on literature records and professional experience, a:panel of experts campiled a list of
plant species and.assigned each a hydrophytic status (described below and includes five major
classes of probabilitS�of a plant oecurring within a wetland).
In terms af delineation there is a gradient of.plant species that aze adapted to "growing in water
or �on substrate fhat is at least .periodicall.y deficient of°oxygen". Fieldwor:k associated witb
wetland delineations include.s .a procedure (the `50120 Rule, for determination of dominance),
which is also ouflined in the 1987 Manual; by which to deternune if hydrophytic plant species
dominate 'the vegetation at a given location. This procedure :has been used for the wefland
�delineation at the.,subject par.cel of[his report.
Hydcic Soil .
Def ned in the ]987.Ivianual as "A soil that is satur.ated, flooded, or ponded long enough during
the growing season to d�velop anaerobic conditions that favor the growth and regenerat�on of
hydrophytic vegetation. Hydric soils thar occur in areas having positive indicators of
hydrophytic v.egetatioci and wetland hydrology are wetland.soils."
For the purposes of delineation of wetlands, soils cannot be viewed without digging �its or
extracting soil; using an auger. Therefore,, transeets of soil �samples are taken from ;perceived
upland to perceiued wetlands along.a transitional boundary: There are spec�c color indicators, �
texluLes; .and depth. requirements in the soil that .are reviewed in order to determine whether
hydric soils occur at a given point or not'. After a transect of sail samples lias been taken, upon
considerarian of vegetation and indicators of appropriate hydrolo�y a working prototype'for the
given wetland is developed b� the delineator.: The wetland delineator then uses this working
prototype to complete the location of the remainder of the we�larid boundai�y,.unless the wetland
is large enough or the landscape features (vegetation or topography) change enough to 4varrant . .
additional transect samples.
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�1"��1\1/ZLL� .
Explanafion of_Cowardiri and Circular°39 Wettand Classificatian Systems �
Cl�r��icatfl�n �f ���vard�n C�ass�cat���
.;, .
an� C'i�°c�afl�r 39
���Il��� �y��s �y ��y .�y � ��� /
By
Franl:lin J.:Svoboda
� Svohocla Ecological Resoucces �
2477 Shadywood Road,.Suite 100
Excelsior,MN 55331
(952)471-1100
franks@gpsinnovafions:com
Introductaon
The National Wetland.:Inventory (NWn mapping process completed in 1Vlinnesota between 1979
and 1982 developed a wetlands inventory map for the state of.Minnesota utilizing remotely
sensed color infrared photography that was visually interpreted. The interpretation process
hierarchically classified wetlands using; at the time, ihe recently published .Cowardin
classi�cation system(Cowardin et al "1979). The we�land interpretafion and classification process
' was ground verifed using selective plots and locations but was field verified to :only a limited
extent, Conseguently, fhe published NWI paper copies carry the disclaimer.that these maps are to
be used for .advzsor.y purposes only and actual classifications_ are to be based on groand
verification. Visual interpretation from remote sensed imagery has some limitations particularly
with regard to the water regime modif er.�Year to year variafion in precipitation cycles. along
wifh the occurrence of precipitatio.n events:at the time that the imagery was acquired, even if all
acquisition occurred during the spring season,can;result in vaziations in modifier categorization.
Aceurate classification becomes critical wfien regulatory decisions are being.made with regard xo
the wedand .type and the :amount of de mininaum f 11 that is permissible. Also, it is a matter of
scientifically accurate consistency with regazd :to adherence to the various .technical•publications
and regulaeory guidance documents. � •
Circulaz 39 was authored by Shaw and Fredine and published by the U. S. Fish and WildTife
Service (USFWS) in 1956. The intended purpose of Circular 39 was an effort at classifying and
inventorying wetlands on. a national scale in order to assess the wetland 'base and related
waterfowl production potential. T.he classification process was never intended to serve as a
classif'ication systeni for wetland �'egulatory pucposes. However, since.it was the first national
effort of its kind and as wetland regulatory intentions materialized, this was .the only.method.
a�lailable to differentiate between ��etlands of different types. .
The Board of Vdater and Soil Resources (BWSR) cross-reference table (8420.0549 subp. 2.)
indicates fhat Cir.cular '39 Type 3 v�letlands have a `'C" water regime modifier. This is an
f
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inaccurate cr.oss-reference and the intent of this technical paper is a clarification of the correct
interpretation. 'Phere is also a common tendency ta refer 'to bot[omland hardwoods as TS+pe.7
wetlands. This is alsa an inaccurate classification:
'The NVJT paper maps do not use the water regime modi�er "E" because it was difficult to
interprer from the inherent.limitations imposed by the remote sensed ima�ery. Therefore, most if
not all Type'3 wetlands were given the designation"C". However, the following discussion will
examine and clarify the differences between Circular .39 Types :l, 1L, 2, 3, and `7 and �he
appropriate Cawardin water regime modifyingxer,ms.
Circuiar 39 vVetland Types
Type 1/1L—Seasonally Flooded Basins or Elats
Type 1 wetiands are characterized by snii that is covered:with water or is waterlogged during
variable seasonal periods but is usually well drained during rnuch of.the growing season (italics
added for emphasis). These wetlands may be found in upland depressions as well as in overflow
;bottorrilan8s, ,i.e, river and stream floodplains. WiChin floodplains, flooding :may occur in late.
fall, winter or spring. In upland contexts., basins ar flats may`be water filled during heavy rain
events �r foIlowing spring snow melt. Vegetation types'vary greatly according to the season and
the duration of tlooding. Included with'in Type 1 .are bottomland hardwoods as well as some
herbaceous growths. Where the water has receded early in the grov��ing season, smartweeds,fall
.panieum, tealgrass, ehufa, :rec}root cypress and weeds (such as inarsh eldei, ragweed and
cocl�leburs) aze likely ta occur. Shallovsi basins.that are submerged:onlyvery temporarily usually
develop little or no wetlan�vegetation(Shaw and'Fredine 1956,p30).
Since Circular 39 was developed for national application, the description of Type 1 wetlands
covers a broad range of.geographic contexts hence the referenee to winter flooding.
Cowa.rdin et al (p. 28) in Table 4 describe Type 1 wetlands as seasonally.flooded basins or flats,
wet meadow, bottomland hardwoods and shallvw fieshwater�swamps: The water regimes are
desciibed as temporarily flooded(A)or sntermittently flooded(7j.
The IvIinnesota Department of Natural Resour.ces (DNR), witlun the regulatory framework of the
' Protected Waters .and Public �Wetlands framework`has added :the Type 1L designator to more
clearly clarify the Circular 39 classification �merhod and to allow an accurate .distinctian to be
made between bottomland hardwoods, seasonally.flooded:non-vegetated or herbaceous�egetatefl
basins and hardwood swamps. The distinction on the basis of hydrology`is clear and-it was .the
intent of the DNR to differentiate between forested bottomland hardwoods and non-forested
wetlands.
Type 2—Inland Fresh Meadows �
Inland fresh meadows.(Type 2}wetlands have soil that is usually without standing water during
most of xhe growing season but is waterlogged 'to within at least a few inches of its surface.
Vegetation includes grasses, rushes, sedges, and various broad=leaved plants. In northern
en.vironmenfs, typical species representatives are carex, rushes, redtop, reedb asses,
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mannagrasses, �rairie cordgrass and mints. Meadows may be present in shallow .lake basins,.
sloughs, farmland"sags" or may border shaIlow marshe$ on the landward side.�
Table 4 (Cowardin et al p. 28) includes witihin its description of Type 2 wetlands as fen and.
� northern sedge meadow. The water regime as described as saturated (B). This description, as
used by some plant ecologists and wetland scientists,is specifically limiting and at leasl in some
instances does not suggest that reed canary grass dominated wetlands would faIl into this
category. �
Type 3—Ynland Shallow Fresh Marshes
Iriland shallow fresh marshes (Type 3) wetlands have a soi] substrate fhat is usually waterlogged
during the growing season and at some fimes may be covered with as much as 6 inches or more
of water. Common vegetation includes grasses, bulrushes, spikerushes, and various other marsh
plants such as cattails, arrowheads, pickerelweed, and smartweeds. Common representatives in
the Norhh include reed, whitetop, rice cutgrass, cazex and giant�burxeed. Type 3 marshes may
nearIy fill shallow lake basins or sloughs or may border deep marshes on the landward side.
They may also occur as seep areas in agricultural fields resulting from faiiing drain tile systems
or where sand seams are near�the surface.on.hillside slopes.
� Cowardin et a�. (Table 4, ;pg 28) describes �he water regime as either seasonall.y t7ooded (C) or
semipermanently flooded (F), The accurate categorization of Type 3 wetlands is most critical
since seasonally flooded«�etlands containing reed canary grass are eligible for larger de nzinimus
fills (up to 1 Q,000 square feet) fhan cattail marshes (only 400 square feet). The difference in
hydrological regimes is discussed in the riext secfion.
Type 7—Wooded Swamps
Wooded swamps (Type 7) wetlands have a soil substrate that is "waterlogged to within a few
inches of its surface" (Shaw and Fredine 1956, pg 22):during the growing season and ;often can
be covered with as much as 1 foot of water. Type 7 weflands often occur along fhe edges of
sluggish streams, on floodplains, on flat uplands and in very shallow lake basins. In the North,
treas include tamaraak, arbor vitae, black spruce, balsam, red .maple, and black ash. Northern
evergreen swamps frequently ha�e a thick ground cover of mosses. Deciduous swamgs
frequently contain beds of duckweeds, smartweeds and other herbaceous plant s�pecies.
Hardwood swamps frequentl.y are associated with Type 6, shrub swamp wetlands.
Table 4 (Gowazdin. et al 1979, pg 28): srates that Type 7 wellands include a11 water regunes
except permanently flooded. This description is inconsistent with the more specific description
of Shaw and Fredine (1.956j that describes a Type 7 wetland as having waterlogged soil to ��ithin
a few inches of the surface fhroughout the growing season.
Wooded swamps (Type 7) are frequently mischaracterized as bottomland hardwoods (Type 1Lj,
however there are significant differences in the hydrolo�ical regimes between t�he two. The
nature of:fhese differences is discussed in a subsequent section.
.
Cowardin �ater Regime 1Vlodifiers
The purpose of water regime modifiers is to provide .a better descr'iption of the variations in
h:ydrology that occur in vvetlands on a seasonal and annual basis. These descriptions are general
in nature because wetland hydrology is extraordinarily dynamic. .Iiydrology is fhe most variable
coinp.�nent of wetlands and cai� vary substantially within a sinble basin weel:ly, monthly,
seasonally, annually and over decades. Extraordinarily wet or dry periods, whether short or
prolonged, do fia�e dramatic effects on the presenee or absence of water in any given wetland.
Whether a°wetland has naturally occurring hydrology or whether. it is partially or completely
drained affects its beha�+ior.as a component of the ]andscape, its appearance, the vegetation that
inhabits �it, an� the effectiveness of the funetions that it performs. Wetlands may also have
artificially�induced hydrology due to sCormwater inputs or interconnections to other wetlands via
ditch or tile drain�systems. Careful. consideration of each w�tland within the overall context of
the landscape is necessary to understand which water regime best fits along with �e special
modifiers ihat describe alterations to we�lands.
One special modifier:class that 'is missing is the"stotmwater pond" category.This is a commonly
occurring condition in urban landscapes.and should be added. Stormwater ponds may have been
specifically constructed'for that purpose or,in the past,previously existing wetlands were used to
treat stormwater and now.function�as stormwater ponds rather than"natural"wetlands.
Descriptions-of:the modifiers are taken from<Cowardin et al(1979,pgs 21.—22) and from Santos
and Gauster(1993,pgs 30—32). "
Descriptions with'in the parentheses are terms used on ehe NWI key and the longer description is
the one used by Gowazdin et al. (1979). Where a parenthetical term is excluded, the two terms
are the same. �
Mod�er��A" �
Temporarily Flooded{Temporary�
Surface water is present for brief periods during:the growing season but the water table usually is
� weIt below the :soil surface for most of the season. Temporarily flooded wetlands usually have
plants tnat aze characteristic of both uplands and wetlands: This modifier descrigtion is most
appropriately assigned to Type 1 and I:L wetlands buf clearly does not fit ihe Type 7 Hardwood
Swamp wefland type. Table 4 (Cowardin et al 1979; gg 28) 1s inconsistent by including fihis
regime:in the Type 7 category. .
Modifier"B"
S�turated
Soil saturatiori occurs Co the surface for extended periods during the growing season but surface
water is seldom present or evident. Ivlany 5edge and rush weClands fit into this category. This
modifier also aptly fits the water.regime that occurs in the hardwood swarnps that are present in �
parts of Minnesota in hardwood swamps such as black ash swamps and in coniferous s��vamps
suc� as white cedar, tamarack, and black spruce swamps. This modifier also describes Type 2
wetlands as described above and includes fens and sedge/rush daminated�uetlands.
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1Vlodifier`�C"
Seasonallv Flooded(Seasonal)
,. . . Surface water is preseni for extended per.iods especially early in the�rowing season but is absent
by the end of the season in most years. When surface water is absent, the water table is often
near the surface. Santos ancl Gauster (1993, pg 3l) add that the water Yable, after flooding
cea5es, is very variable, extending fr.om saturated to a water table welt below the 5urface. Tliis
accurately describes the situation that frequently occurs within reed.canary orass wetlands where
there.is saturation to the surface ,or even sever.al inches of inundation after snow rnelt. In most
years, 6y the end of May; surface water is no longer evident in many of these basins. During
June, the water table continues to ,recede until by August, the water table rnay be two or more
feet below .the surface. 1Vlany of these areas are used for livestock pasturing and for harvesti.ng
meadow hay. Weflands with a "C" modifier that consist predominantly of reed canary .grass
should be categorized a5 either Type 1 or Type 2 depending on the Iength of time that water is
present:'This modifier is the most diff'icult to specifically assign to a Type 1, Type 2 or Type 3
cate�or.y as it could apply'to any of the Chree.
Modifier"D"
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Seasonal We11-Dra.ined (No comparable Cowardin�cafegory� '
. Santos and Gauster (1993; pg 37) describe this modifier as applying where surface water is
present for extended periods especially early in the gr.owing season. The water �able,. after -
flooding ceases falls well below the ground surface. This modifier would appear to apply to
floodplains and bottomland har�wood forests (Type 1Z.) as described above. Modi�ers "C" and
``D2' seem to :overlap to a certairi extent and could also agply to reed canary grass wetlands as
well:
� Modifier"E" � �
� Seasonal Saturated(No comnaral�le Cocuardin category�
Surface water is present for extended peri:ods especialTy early.in the growing season, and remains
saturated near the surface for most of the groc�jing season (Santos and Gauster 1993,pg 31). Ttus �
modifier would appeax:to apply to fens, sed�e and rush meadows, some Type 6 shrub swamps,
Type 7 Hardwood Swamps and Type 8 bogs. Some reed canary grass wetlands might faIl into
this categorybut most seem to be dried out b,y early to mid-summer:
Modifier"F";
Semipermanentl��Floode� (Semipermanenf)
Su�ace water persists throughout the gro�cing season in most years. When sucface water is
absent, the water table is usually at or �ary near 'rhe land surface (Cow:ardin-et al 1979, pg 22,;
Santos and Gauster 1993, pg 31). This modifier applies to Type 3 cattail marshes and may also
apply to some hardwood swamps such as black ash, eonifer bogs and Type 6 alder shrub .
swamps.
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Modifier`°G"
Intermittentiv Exposed
Surface water:is present throughout the year except in years of extreme drought (Cowardin et al
1'979; pg 22; Santos and Gauster 1993, pg 31). Type 4 wetlands fall into this category.
.,�..
1Vlodi�ier"H" �
Permanenfly Flooded (Rermanenr)
'VJater covers �he land surface throuahout the year in all years. Vegetation is composed of
obligate hydrophytes (Cawardin et al T.979,pg 22)•.
1Vlodifier"J"
Intermittentiv Flooded
The substcate is usually exposed, but surface. water is present .for varia6le periods wiYhout
detectable seasonal periodiciry. yVeeks, .months, or years may interuene between periods of
inundafion. The dominant plant comrriunities ,may c`hange as soil moistuze eondiEions change.
Aceording to Cowardin et al{1979:, pg 22) "Some areas exhibiring this reb me do not:fall wifhin
our definition of wetland because they do not have hydric soils or support.hydrophytes."Some of
,
�he.areas in agricultural fields fhat have been flooded during tbe spring and early summer of
2003 :and 20Q4, following periods of intense and .pers'istent rainfalT, may well fa11 into this
category and may not in.fact be subject to regulation as a wetland.,
Modifier"K"
Artificiallv Flooded(Artificial�.
The amount and duration of.flooding is controlled by means-of�pmps or. siphons in cornbination �
wiEh di�es or dams. Water and wastewater tr.eatment:facilities are included.under this cate�ory.
_ _.
This clef nifion does not appear to include starnl,water ponds. �
1VIodifier"Z" � �
Internuttentl�v ExposedLPermanent(No comparable Cowazdin categor,v„� �
Exhibits features of both Infermiftenfly Ekposed and Permanent water re�imes (Saritos and
Gauster 1993,pg 31).
Modifier"V�„' � � . .
Intermittently FTooded/Temporarv(No eomparable Cowardin cate�or� �.
�E�iihits features of bqth Intermittenfl.y Flooded and Temporary v��ater re�mes (Saritos and
Gauster 1.993,pg.32). �
1Vlodifier"Y" �
Saturated/Semipermanent/Seasonal (No comparable Cowardin cateaorv)
Exl�ibits features of the Saturated, Semipermanent and Seasonal water ;regimes (Santos and
Gauster 1.993,pg 32).
Modifier"U" �
Unknown.CNo comparable Cowatdin categor}�
The water regime is not l:nown (Santos and Gauster 1993,pg 32).
Discussion
Type U1L � � � �•
The descripfion provided for Type;._1 wetla�ds and the reference to the absence of wetland
.��,- � vegetation in basins that are only flooded very temporarily raises a regulatory question. One of
tlie criteria for a jurisdictionai wetland is tlie presenee of hydrophytic vebetation (19$7 1Vlanval
pp,16 - 26). Type I wetlands often are found in agricultural fields and often are determined to be
jurisdictional on the basis of an aerial 3Smm slide review;the quality of the slides is Poor under
. the very best of circumstances... The determinanon of regulatory jurisdiction is based on normal
circumstances or as defined by the COE,being agriculturalIy cropped 5.1 out of 100 years (i.e.by
inference lacking sufficient I�ydrology for eitherS or 12.�percent of the growing season).
The Wetland Conservation Act (WCA) determines normalcy as agricultural aropping for 6 out of
FO years (IVInRules 8420.01'10, Subp 53; 84?0:0122 Subp.l, :A and B): Typically, normalcy on
agriculfural lands is determined by the review of the aforemenfioned low quaTity 3�mm aerial
sli.des and judgments are made as to whether an area is cropped or if.fhe crops are subject to
.bydrological stresses; The. .process is highly subjective and can be biased by excessive
piecipitation that may occur early in the crop acowth cycle. . .
Field exarnination of these areas may indicate the presence of smartweed a�d soine of the other
indicated species in seasonally abnormally wet yeaxs wheTeas in normal years., .hydropt�ytic
vegetation is:absent It is highly probable that the process of determination of Type 1 wetlands as
jurisdictional in many cases is extending beyond the iegitimate definition of Type l wetiands and
the intent of the 1987,Manual. :
Does a Type I basin need to, be flooded for 5 percent of the growing season (the lo.wer
definitional bound.for jurisdictional hydrology) or 12.�percent{the ugper definitional bound for
jurisdietional hydrology) in order for hydrophytic vegetation to develop? In practics,`rhe�t. Paul
District of the .Corps -of Engineers (COE) (also applied in gractice under tihe VJe�land
Conservataon Act) applies Che 5 percent hydrological definition tiut if that is too short to allow
the development of hydrophytic vegetation under normal conditions than the absence of
hydrophytic vebetation v�=ould make fhose Type 1 �vetlands non jUrisdictional..
Type 1L—:bottomland hazdwoods —poses an equally diff'icult regulatory question. Tools for the
evaluation of h,y�ology for.non-cropped area"s are mvch more data intensi,�e and are also subject
to precipitation event variability. 1Vleasurement tools for the determination of precipitation •
normalcy are a combination of evaluating annual precipitation and comparison to a 30-year
roI:ling average along with extensive near b ound surface early�season hydrological monitoring.
If the wates le�lels are within :12" of the surface for less than 8.5 days in the genecal latitude o�
the Twin Cities(5 percenf of the arowing season), fhan the area is not w.etland. If water levels are
within 12" of the surface between 5 percent and 12.5 percent of the b owing season (21 da}�s in
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the general latitude of the Twin Cities) according to the .198:7 Manual (Table�5 pg. 36), the area
may be wetland but .usuall,y is not. However, fhe standard practice of the St. Paul COE is to �
declare any areas that exceed the.5 percent criteria to be judaed jurisdictional wetlands. Areas �
with water 1evels within 12" of the surface in excess of 12.5 percent of the growing season are
wetlands.
No one .has _ever undertaken a scientific study fa evaluate- the relationsliip between the
hydrolobical :requirements and the presence af various wetland or non-wetland plant species.
This is .a criticaI, yer unanswered quesEion. Some studies lia�e been completed examining soil �
types and hydrological responsi�eness:but the lin� between plants and hydroloDy has yet to be
rriade. 'Gi�en the annual cost of jurisdictional decisions in terms of "lost Tand" opportunities,
perhaps such a stud}�wauld be prudent. .
The implic�tions of regulatory misinterpretation are enornious in that it is likely fhar hundreds of
acres of Type 1 wetlands are avoided or mitigated for each year when legitimate�y these areas are
non jurisdicti:onal and could be developed.
Avoidance or impact and mifigation:can cost de�elopers and ultimaeely,homebu.yers, millions of
. dollars annually just ut the developing seven-county ,Metropolitan Area. Mitigating a non-
jurisdictianal Type 1 wetland impact at a 2::1 ratio reduces the usable land base unnecessar'ily. °
For every SO acres'of non=jur`isdictional..impact;, 100 acres are rerrroved from.the land supply. At
" an average eost of$100,000 per acre, the cost to developers and ult�mately to homeowners is
$10,000;000 in just one year for just 50 acres.
Type 2/3
Type 3 wetlands create the greatest classification difficulty from the persgective af de �niriimus
qualification. A Type 3 wetland thaf is seasonally flooded (C) is typically charactar'ized by reed �
canary grass whereas a Type 3 semi-permanenfly flooded wetland is more likely eharacterized
by a ,growth of cattails. The reed canary wetlands are generally dry by late s.pring to early
summer. By late summer, the water tables have receded to well below the surface r> 18 —36").
In contrast, `Type 3 cattail wetlands sti`Il contain water abov.e or very near the surface during
nor.mal growing seasons. '
The WCA perniits the use of de rninirnus filling of Types 1,2, 6 and 7 wetlancls. Clearly it is not
fhe intent of the VJCA to allow fhe application of the.de nai>iirnccs criteria t� fen5 since the WCA
specifically addresses fens as a special category for protection. Therefore, the Type 2 designation
must appl.y"to`the"C": modifier Type 3 wetlarid. Further, Type 3 wetlands in excess of 2:5 acres
iri incorporated areas and in excess of 10 acres in unincorporated areas are protected under the "
DNR protected waters statute. In'the.DNR wetland inventory and cIassification process,the Type �
3 wetIands were clearly dominated 'by cattails hence 'the inference that reed canary grass
wetlands wece Type 2.
Type Z/Type 1L
Inconsistencies in tecnnical descriptions regarding the hydrological.regime of these two wefland
� � �
�
types from a scientific perspec[ive become only a matter of discussion between scientists.
However, when wetland types are applied from a re.bulatory perspective,.accuracy in definition
- becomes crucial because certain acti�ities ma3r be:permitted in one wetland type and.prohibited
in anather. At present, Wetland Types 1L and �7 are subject to the same wetland .regulatory
requireinents and :exceptions: Howe�j.er, lhat may not be alw.ays .the case and fher.efore it is �
important to note the crucial yet subtle differences between the Ewo t}pes. �
The majority of bottomland floodplain forests in many years 'have water tables several feet
beneath the soil surface, The language "throughoui the growing season" �s quite specific sn
Circular 39.A careful consideration of the species described in the listing prov.ided by Shaw and
F,redine (1956) indi.cates thaf the habitat reqnirements of the species listed include the tygical
presence of a .near surface high water table whereas the description of a Type 1L for.ested
wetland describes the term "bottomland hardwood", a rather va�e non-speci�c te�m but tree
� species generally included in this category are elm, cottonwood, �green ash, and silver maple.
Bottomland hardwoods do noC include the species described as associated. with hardwood
swamps.
i
Type 7 wetlands are persistently�wet under all �buf the driest conditions whereas Type l/1L 3
wetlands are generally diy except under the wetlest of conditions.The distinction is significant. �
In general, the Board of Water and Soil Resources cr,oss-reference cIassification (Mn Rules .
8420:0549 :subp: 2,) are .generally accurate bni the designation of�PEMC as:a T'ype 3 wetIand
poses some problems. Where the �Type 3 wetland is comprised of catfails, a de .zninimcss
exemption.of 400 square feet applies but where the wetland is reed canary grass, also a Type 3
designation should technicaIly apply based on the above discussion. The reed canary grass
wetlands do.not fit well into the "G" modif'ier category nor do they fif znto the "B'?: modifier
either.
As a matter:of standard practiee, .it would seem best to designate reed canary:gcass wetlands as
. Type 2 wetlands regardless if the modifier:is "B" of".C". The differenee is important in.that a de
- mini�iuss exemption of anywhere frcam 2000 square feet to 10,000 square feet might be
ap�licable: �Iso being aecurate wifh regard to wetland typeis important when designation of the
regulatory wetland type is done based on if the deepest part of the basin or the dominant
vegetafion �is the wetland type fhat deterrnines allowable �ill: This requirement often over-
regulates the reed canary �rass fringe and eliminates fhe possibility of applying the 2000to
10;000 square foot de �lrinimus in many cases where a very smal'1 percentage of the overall basin
is cattail but liecause the-deepest part of the basin criteria is applied, only 40U square feet.of de
zaziriimus�11 may be used.
In general, while this may seem to be.an arcane discussion,in xeality it is crncial in orderfor the •
regulated. community to rightfully claim the wetland exemptions that Che 1aw pernuts.
Conversely, it entitles .the landowner to rightfully claim useable land. for develapment purposes.
A clear understanding and accurate interpretation of the classificatiion s}�stem is necessary in
order for the.exemptions available under the de minimus catebories to be appropriately applied. �
� �
. �1���'a�A�lY'� �1��C�.
Cowardin,L:IVI.,V. Carter,F:C. Golet, and R.T:LaRoe. 1979_ Ctassificazio�a of Wellands and
D.eepwaterHabztats of the United States. U.S.Fish and Wildlife Sen�ice, FWS/OBS-79/31.
lp3pp:
Environmental Laboratory. 1987, 1957 U.S.Arin}� Corps of Engineers Wetlarzds Delineafion
Illancsal.Teehnical Report Y-87-1,U.S. Army Engineer WaterwaysExperiment Station.
� Vicksburg,Mississippi. lOQpp+app:
1Vlinnesota Board of Water and Soil Resources. 2002. Board of Water and Soil Resourccs
� Wetland Gonservation Act Rules Gkapfer 8420, Office of Reviser of Statutes. St. Paul,
Minnesota. 15.1pp.
Santos, K.M. and Joan E. Gauster, 1993. User's:Gui'de to Nationa! R�etlands I�iventorj�1Vlaps
�Region 3J and to "Class�fication.ofWetlands and Deep►vaterHabitats ofLthe United Stazes�",
U.S.Fish and Wildlife Service National Wetlands Inventory Reb on 3:Bloomington,:IVIinnesQta.
3$pp. � �
Shaw, S.P. and C.:G.Fr.edine: �956. Wetlands of the Uriited.States. U.S.Fish and Wildlife
Serv.ice, Circular 39. 67pp.
.
����� �
Local Government Unit's Findin s and Conclusions
A delineation review was conducted on Qctober 12,2007 at the 80 Wear Ln S. site(PIN
0411723210007)located in the City of Orono,Hennepin County.The weather was
mostly cleaz,with a slight breeze and about SS degrees F. The site is located at the
southern end of Weaz Lane,just west of Old Crystal Bay Rd. The terrain is downsloped
.from the home and gravel driveway to the wetland on the east and north side of the
property. The rest of the lot consists of trees,bushes,lawn,a recently installed mound,
and some open forested upland area. The adjacent areas aze residential.
The parcel was delineated by Svoboda Ecological Services on October 2,2007 and the
delineation updated on October 25,2007 with one wetland present on the pazcel. The
delineation report was submitted to fhe Minnehaha Creek Watershed District(MCWD)
on October 10,2007.
The approximate 5 acre parcel has one wetland not designated as a public protected
waterbody.
Wetland 1 is defined as a Type1L-PFO1B and Type 3-PEM/SS1F wetland complex. The
NMI classification is PEMC,which is consistent with part of the wetland.The delineated
wetland extends farther west and north of the NWI mapping. The delineated wetland is
consistent with hydric soils mainly.
A small area was identified at the south side(reaz)of the house with several pipes and
standing water. Upon clarification from the properly owner,a neighbor had previously
exited their draintile to this area. This is not considered jurisdictional wetland,however it
may be incidental. � �
There is an existing mound on the property east of the house. Due to persistent and high
amount of rain throughout August and September,the mound is mostly unstabilized.
There are some sprouts coming through now. It is recommended that the area
downsloped,north of the mound,be stabilized. If vegetation is not able to cover the azea,
an erosion control bla.nkedmat is recommended to be installed or silt fence at the edge of
the wetland. It is important that these soils be stabilized to prevent any sediment input
into the wetland.
The flagged boundary as notated in the field and 2 feet+to the south of the original
delineated line as displayed in the boundary graphic in the delineation report submitted to
MCWD on October 10,2007, is deemed acceptable by Minnehaha Creek Watershed
District.
A project may require a MCWD approved permit in addition to other required permits. If
you haye any questions,please contact me or James Wisker,MCWD Permitting Officer,
at 952-471-0590.
Report drafted by: �
Angela Hammers
MCWD Technician I,October 25,2007
. ,
' • . - . • • - . • �
• - • - . • • - • � �- •
Name and Address of Loca1 Government Unit: Minnehaha Creek Watershed District
Name of Applicant: Garv Desantis Project Name: 80 Wear Ln,Orono,
� MN.Hennepin Coun.tv
Application Number:
. Type of Application(check one): ❑ Exemption Decision
❑ No Loss Decision
� ❑ Replacement Plan Decision
❑ Banking Plan Decision
� Wetland TypeB.oundary Decision
Date of Decision: 10-25-07
Check One: �Approved
❑Approved with Conditions(see note on page 2 regazding use of wetland banking credits)
❑Denied ,
Summary of ProjectlDecisioII(indicate exemption number per MN Rule 8420.0122,if applicable): Svoboda
Ecolosical Services Co. examined the 80 Weaz Lane Parcel within the city of Orono to identifv and
delineate all associated iurisdictional wetlands.The delineation report was submitted to Minnehaha Creek
Watershed District(MCWD)on October 10 2007 Upon a meeting with Svoboda and myself at the
pronertv on October 25.2007,the boundarv of wetland numbered 1 (as labeled within the delineation
report on Fi�ure 5),the southern boundarv was(stakes 1-9 and 1-10 moved approximately 2 feet up from
the ori�inal wetland boundarv that SER delineated makin�the wetland sli h�tiv larger This was due to the
presence of wetland ve�etation(Lake Sed�e)above the original staked boundary With this update the
boundarv as flas�ed in the field is accepted bv Minnehaha Creek Watershed District The site was
inspected on October 12 and 25.2007 by MCWD stai�
List of Addressees:
Landowner:
Gary Desantis
80 Wear Ln .
Long Lake,MN 55356
Representa.tive:
Svoboda Ecological Services Co.
Attn: Brian Burgner
2477 Shadywood Rd
Excelsior,MN 55331
Minnesota.Board of Water and Soil Resources
Attn: Brad Wozney
520 Lafayette Road,2°d Floor
St. Paul,MN 55155-4102
-Page 1 of 2
80WearLnSNOD 9/16/04
DepariYnent of Natural Resources
Central Region Waters
Atta: Kate Drewry
1200 Warner Road
St. Paul,MN 55106-6793
U.S. Army Corps of Engineers
Attn: Mr.Joe Yanta. �
190 5�' St. East.
Saint Paul,MN 55101-1368
Hennepin County Depaztment of Environmental Services
Attn: Stacey Lij ewski
417 North 5�' Street, Suite 200
Minneapolis,MN 55401-1397
You are hereby notified that the decision of the Local Government Unit on the above-referenced
application was made on the date stated above. A copy of the Loca1 Government Unit's Findings ;
and Conclusions is attached. Pursuant to Minn.R 8420.0250 any appeal of the decision must be � -
commenced by maili.ng a petition for appeal to the Minnesota.Board of Water and Soil Resources
within thirty(30)calendar days of the date of the mailing of ttus Notice.
NOTE: Approval of Wetland Replacement Plan Applications involving the use of wetland.
banking credits is conditional upon withdrawal of the appropriate credits from the state wetland
bank. No wetland impacts may commence until the applicant receives a copy of the fully signed
and executed"Application for Withdrawal of Wetland Credits," signed by the BWSR wetland
bank administrator cerfifying that the wetland bank credits have been debited.
THIS DECISION ONLYAPPLIES TO the Minnesota Wetland Corrservation Act. Additional approvals or
permits from Zocal, state, and federal agencies may be required. Check with all appropriate authorities
before commencing work in or near wetlands.
LOCAL GOVERNMENT UI�TIT
October 25,2007
Signature Date
An�ela Hammers,District Technician I
Name and Title
-Page 2 of 2
SOWearLnSNOD 9/16/04
I �
Exhibit G
MINUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday,September 17,2007
6:00 o'clock p.m.
8. #07-3312 GARY DeSANTIS,80 WEAR LANE NORTH, SKETCH PLAN REVIEW
Gary DeSantis,Applicant, and Mark Gronberg, 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 properly 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 properly 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 frontlback lot situation, or
neither.
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 2"d Addition, plus numerous other properties
located at the end of cul-de-sacs.
Gaffron indicated that is correct.
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 present time and asked whether it would
still be considered a private road once it is paved.
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.
1
� �
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 sliould 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/back
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. �
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 conta.ins. �
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.
2
. � ,
Gaffron stated Staff is not sure that this road would connect anywhere else.
Zullo stated it appears 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 iwo 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. '
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.
Gronberg stated a driveway could also be run on the northerly lot on the north side and a house
constructed further to the east.
Berg commented she is not opposed to the strangely configured lots.
3
� :.
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.
- . _ ._ ._ . :
. � .
4
� ' , �
RUN DATE: 8/8/ZOU7 HENNEPIIV COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIST) ppG�; 1
38 04-117-23 210001 . 38 04-117-23 210003 38 04-117-23 21 0004 �
�
T D&L BAURLE DEVEAN GEORGE SCOTT R MILLER
2985 WATERTOWN RD 2845 WATERTOWN RD 85 OLD CRYSTAL BAY RD S
THOMAS D&LOUANN BAURLE DEVEAN GEORGE SCOTT R MII,LER '
2985 WATERTOWN RD 325 NORTH LASALLE SUITE 650 85 OLD CRYSTAL BAY RD S
LONG LAKE MN 55356 CHICAGO IL 60610 LONG LAKE MN 55356
i
.38 04-117-23 21 0005 38 04-117-23 21 0006 38 04-117-23 21 0007
J A KREPPS&K L KREPPS D&J HILL G&C DE SANTIS
20 WEAR LA 50 WEAR LA 80 WEAR LA
JERALD A&KERRY L KREPPS DAVID M&JEANE7TE P HILL GARY&CHERYL DE SANTIS
20 WEAR LA 50 WEAR LA 80 WEAR LA ,
LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356
38 04-117-23 21 0008 38 04-117-23 21 0010 38 04-117-23 21 0011
EST OF RUTH F WEAR M R FRANCIS&B K FRANCIS M E BUNDY&B K BUNDY
38 ADDRESS UNASSIGNED 2995 WATERTOWN RD 2990 SOMERSET LA
CITY OF ORONO MICHAEL R&BERIT K FRANCIS MICHAEL BUNDY
PO BOX 66 2995 WATERTOWN RD 2990 SOMERSET LA
CRYSTAL BAY MN 55323 LONG LAKE MN 55356 LONG LAKE MN 55356
38 04-117-23 210012 38 04-117-23 21 0013 38 04-117-23 210014
P L GINSBERG&L E GINSBERG • T R TRANGSRUD/J G TRANGSRUD M A&M R JAHN !
2920 SOMERSET LA ' 2850 SOMERSET LA 2805 SOMERSET LA
PETER&LORI GINSBERG JON G&TERESA R TRANGSRUD MARK A&MICHELLE R JAHN •
2920 SOMERSET LA 2850 SOMERSET LA 2805 SOMERSET LA
LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356
38 04-117-23 210016 38 04-117-23 210017 38 04-117-23 22 0029
M R FRANCIS&B K FRANCIS OLD CRYSTAL BAY RD ASSOC INC W G&S J CARSON
38 ADDRESS UNASSIGNED 38 ADDRESS UNASSIGNED 3010 SOMERSET LA
MICHAEL R&B�RIT K FRANCIS ROBERT HARE WALLACE G&SHARYL J CARSON
2995 WATERTOWN RD 1600 LONG LAKE BLVD 3010 SOMERSET LA
LONG LAKE MN 55356 ORONO MN 55356 LONG LAKE MN 55356
38 04-117-23 22 0030 38 04-117-23 24 0018 38 04-117-23 24 0019
J A WILLIAMS&A M WILLIAMS TERESA LAHTI N A BORDSON&B M BORDSON
3015 WATERTOWN RD 2975 SOMERSET LA 2915 SOMERSET LA
JEFFREY A&ANN M WII,LIAMS TERESA LAHTI NANCY&BRENT BORDSON
3015 WATERTOWN RD 2975 SOMERSET LA 2915 SOMERSET LN
LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356
38 04-117-23 24 0020
E J KERNAN&L B KERNAN
2855 SOMERSET LA
EDWARD J KERNAN
2855 SOMERSET LA
LONG LAKE MN 55356
I CERTIFY THAT FACT REPRESEN AC RA AND TRUE REP E ATION OF INFORMATION
AS IT APPE HIS D ON TT-IE C E YER SERVI DEPARTMENT.
DATE:
.12i3nb-09-008-1 uoi�na�sw,p �uawa6aey�ap suas �091.5��la3At/�!aeqe6�a�za'si�,�n
wo�•�(.rane•nnnnnn a��ma}e�za��nsuo� � aa�ad e sa�i�e�sa�anbi�3
38 04-117-23 210001 38 04-117-23?I0003 38 04-I(7-?3 210004
THOMAS D�LOLA��I BAliRLE DEVEA�GEORGE SCOTI'R�lILLER
2985 WATERTOWV RD 325 VORTH LASAL.LE SUITE 650 85 OLD CRYSTAL BAY RD S
LOtiG LAKE�[N i5356 CHIC.4G0 IL 60610 LONG LAKE MV 55356
38 04-I 17-23 21 0005 38 04-I 17-23 21 0006 38 04-I 17-33 21 0007
JERaLD A&KERRY L KREPPS DAVID�f&JEANETt'E P HILL GARY&CHERYL DE SAAITIS
20 WEAR LA � 50 WEAR LA 80 WEAR LA
LONG LAKE�lN 55356 L01G LAKE bt\ 35356 LONG LAKE MPI 55356
38 04-117-23 210008 38 04-t17-23 210010 38 04-117-23 210011
CITY OF ORONO �[(CHAEL R R.BERIT K FRANCIS MICHr�EL BG'NDY
PO BOX 66 2995 WATERTOW�I RD 2990 SOMERSE'C LA
CRYSTAL BAY�i�i 55323 LONG L�KE�N 55356 LONG LAKE�1N 55356
38 04-I17-23 2I0012 38 04-It7-23 21 0013 38 04-II7-?3 210014
PETER&LORI GII3SBERG JON G&TERESA R TRANGSRUD MARK A&�.t[CHELLE R 1.4HN
2920 SOMERSET LA 2850 SOMERSET LA 2805 SOMERSET LA
LONG LAKE�tN 55356 LONG LAKE Mti 55356 LONG LAKE MN 55356
38 04-117-23 21 0016 38 04-1t7-23 2IOOl7 38 04-117-23 22 0029
NtICHAEL R&BERIT K FRANCIS ROBERT HARE . WALLACE G&SHARYL 1 CARSON
2995 WATERTOWN RD 1600 LONG LAKE BLVD 30I0 SOMERSET LA
LONG LAKE b(N 55356 ORONO�IN 55356 LONG LAKE�fAl 55356
38 04-117-23 22 0030 38 04•117-23 24 OOl8 38 04-117-23 24 0019
JEFFREY A&ADN M WILLIAMS TERESA LAFITI NANCY B.BRENT BORDSON
30I5 WATERTOW�i RD 2975 SOMERSEl'LA 2915 SOMERSET L�J
LONG LAKE�tN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356
38 04-1 U-23 24 0020 -
EDWARDJKERNAN
2855 SOMERSET LA
LONG LAKE MN 55356
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i .
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ParcellD:04-117-23-21-0007 �
Owner Name:G&C DE SANTIS
Parcel Address:SOWEAR LA ORONO MN,55356
Buffer Size:350 fk
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A
i FILE#07-3329
14 November 2007
Page 1 of 4
Date Application Received: 10/15/07
Date Application Considered as Complete: 10/25/07
60-Day Review Period Expires: 12/25/07
To: Chair Kempf and Planning Commission Members
Ron Moorse, City Administrator
From: Melanie Curtis, Planning & Zoning Coordinator
Date: 14 November 2007
Subject: 07-3329, David Berg, 3669 North Shore Drive,
✓ Side Yard, Average Lakeshore Setback & Lake Setback and Hardcover
Variances
✓ Public Hearing
-----------------------------------------------------------------------------------
Zoning District: LR-1C, One Family Lakeshore Residential, '/Z acre/100'
Lot Area: 5,925 s.f. or 0.13 acre
_. _-... _ _ .
- Lot Width: 4T �
Application Summary: The applicants are requesting side yard setback, average
lakeshore setback, lake setback, structural coverage and hardcover variances in order to
construct a 2�d sto addition with cantilevers over the existin home.
Staff Recommendafion: Planning Department Staff recommends the Planning
Commission table this application and provide the applicant with detailed direction for
revisions. �
Pertinent Zoning Ordinance Sections
Sec. 78-350. Area, height, lot width and yard requirements.
Sec. 78-1288. Hard cover limitations.
Sec. 78-1403. Lot coverage.
List of Exhibits
Exhibit A - Application �
Exhibit B- Hardship Do.cumentation Form
Exhibit C- Existing Survey
Exhibit D- Proposed Survey
Exhibit E- Proposed Plans and Elevations
Exhibit F- Photos
Exhibit G- Submitted Hardcover Calculations
Exhibit H- 2006 International Building Code Excerpt
Exhibit I- Neighbor Letter . �
Exhibit J- Property Owners List
Exhibit K- Plat Map
Background
The applicants would like to construct a 2"d story addition on the existing residence on
their property. The lot is very substandard in width and area and approximately 1/3 of
the existing house sits ahead of the 75' lake setback. The applicants are proposing to
construct the 2"d story above the entire home. The application request is for lake
setback, average lakeshore setback, side yard setback, structural coverage as well as
hardcover variances.
1
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FILE#07-3329
14 November 2007
Page 2 of 4
------------------------------------------------------------------------------------
LOT ANALYSIS WORSHEET
Lot Area/Width:
LR-1C Lot Area Lot Width
Re uired 21,780 s.f. 0.5 acre 100' �
Actual 5,925 s.f. 0.13 acre 47'
Setbacks:
LR-1C Re uired Existing Proposed
Front/Lakeshore 75� 49' (overhang) No Change
51.5' house
Rear 30' 51' (house) 42' (cantilever)
43.3' overhan 38' overhan
South West Side 10' 2' (overhang) 1' (overhang)
4.7' house 2.5' house/cantilever
12.7' (house) No change
North East Side 10' 7' (overhang)
0' deck
Average The existing home is located The proposed 2" story will
Lakeshore ahead of the average lakeshore encroach into the average
setback. • � lakeshore setback.
Structural Covera e:
Total Lot Area Total Structural Coverage
5,925 s.f. (0.13 acre) Allowed*: 1,500 s.f. (22.8%)
Existing: 1,935 s.f. (32.6%)
Pro osed: 1,962 s.f. 33.1%
*Per Section 78-1403, lots under 10,000 s.f. in area are permitted 1,500 s.f. of structural
coverage including principal strucfure and garage.
Hardcover Calculations:
Hardcover Total Area in Allowed Existing Proposed
Zone Zone Hardcover Hardcover Hardcover
0—75 3,589 s.f. 0 s.f 1,129 s.f.* 1,046 s.f.*
(0%) (31.4%) (29.1%)
75—250 2 336 s.f.* 584 s.f. 1,798 s.f.* 1,794 s.f.*
' (25%) (76.9%) (76.7%)
*After exclusion of fabric or plastic-lined landscape beds
�Excluding area of driveway easement
Note: Staff does not find the 66.3 s.f. shed included in the hardcover calculation
worksheets for the 75'-250'zone. Staff has added the square footage of the shed into
the above chart.
------------------------------------------------------------------------------------
Hardcover Variance
The applicants' property is 47' wide and has 5,925 s.f. in area where 100' in width and
21,780 s.f. in area are required within the LR-1C zoning district. This is a very small lot,
2
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FILE#07-3329 �
14 November 2007 ;
Page 3 of 4 �
similar in size to the immediate neighbors.
The existing home is partially within the 0-75' zone, and extends into the average
lakeshore setback. The resulting hardcover levels for this lot are very high. Any home
built on this lot would result in high hardcover levels within both zones. Staff finds that
there are opportunities for hardcover reductions. Very few hardcover reductions have
been proposed. �
Side Yard Setback Variance
The existing home does not meet the 10' side yard setback along the southwestern side;
' additionally, the applicants are proposing a further encroachment with cantilevered areas
and overhangs which will extend within one foot of the property line.
The 2006 International Building Code specifies the distance certain structures and parts
of structures are permitted to be located from property lines. There are fire resistance
specifications and different standards to be met. Staff has attached an excerpt from the
2006 IBC relating to exterior wall locations.
� • t
Average Lakeshore Setback Variance '
The existing home extends approximately 14' to 17' into the average lakeshore setback.
The applicant is proposing the addition over the existing home, and the same distance
into the average setback. Staff would note that the portion of the 2"d story addition within
the average lakeshore setback area will be a high, vaulted-ceiling; not living space.
Structural Coverage Variance
The applicant is proposing only a slight (27 s.f.) increase in structural coverage. The
existing structure exceeds by 435 s.f. the allowed structural coverage level for small lots.
While the proposed increase is relatively minor, staff would note that the increase in the
mass of the structure has a significant impact on light, air and open space in the
immediate neighborhood.
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, the Planning Commission shall consider the
effect of the proposed variance upon the health, safety and welfare of the community,
existing and anticipated traffic condifions, light and air, danger of fire, risk to the public
safety, and the effect on values of property in the 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 approval only when it is demonstrated that such
actions will be in keeping wifh the spirit and intent of the Orono Zoning Code.
Staff finds that the side yard setbacks are substantially substandard as they exist, and to
further encroach into the side yard with additional structure is unreasonable. Similarly
staff finds it unreasonable to allow the 2"d story to encroach into the average lakeshore
setback. Further, the granting of a reduced side yard setback will have a very negative
affect on the light, air and open space in this neighborhood. StafF recommends denial of
3
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FILE#07-3329
14 November 2007
Page 4 of 4
the application as proposed. The Planning Commission may want to table the •
application in order to allow the applicant to revise the request.
Issues for Consideration
1. Does the PC feel that the proposed 2"d story addition will negatively affect the
light, air and open space in the neighborhood?
2. The shed on the property does not seem to be included in the hardcover
calculations. As the structural coverage on the property exceeds 1,500 s.f.
should the shed be removed as part of any approvals?
3. Are there any other issues or concerns with this application?
Staff Recommendation
Planning Staff recommends denial of the side yard, structural coverage and average
lakeshore setback variances and further recommends that the entire application should
be denied or tabled for redesign. Additionally, the applicanYs revised plans should
comply with the all of the requirements of the 2006 IBC.
4
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� �it of Orono ��
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Variance Application � �
Street Address: Applicafion# � � , ��Z9
� �0� 2750 Kelley Parkway Date Received:
(O �
O O Orono, MN 55356 Amount Paid: 0 •
Staff: /����
Main: 952-249-4600 Fee: $600
fax: 952-249-4616
��� ���`S Mailing Address: . Renewal: $300 �
9.k�,KO4 P.O. Box 66
After-the-fact: $1,200 Double 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
application. Incomplete applications will not be placed on Planning Commission Agendas. .
PROPERTY INFORMATION:
Site Address: �j(p(o`� t���ly 51��, 'p�.�Jc
Property Identification Number (PIN):
(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 property: �Residential ❑ Other � �
Zoning District: .
� �APPLICANT INFORMATI�DN: (Complete legal naines and marital status required for each interested party)
Name: �A � ggt.� P,� �AJ�O W '��CtLg
Phone (home): 952 4�1 1toS � Phone (work): �
Complete Address: 3�g �oc�,u 5��: c�2��� �,,,A�p.�,�,� M ,� 5 53`i ( �
Email: Fax:
� OWNER INFORMATION: (Complete legal names and marital status required for each interested parry)
Name: ���2�1,� J P,�`�fL� Pl� tOAJ�n ,•.5 ��`'�ll.� �
Phone (home): g52 c�.-�1 �ca�� Phone (work): � .
Complete Address: �,�c�g ,��,� SNo�2� �2�J c c,Jayzn,�a �,..t� 553 g
Email: Fax: �
DESCRIPTION OF REQUEST: � Estimated Project Cost: $ �LoZ� c�-o
Describe the request in detail (attach additional sheets if necessary): y�n S�Zc�O � .f
i c� E'X 1ST�..�� I-b�.a'�' A 4 c� (�Z) a-c�4�i���L g�n�a�c S �-�.,�
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R� I ,����LS: ` '
A�II th� o ���nformation must be submitted b t
g y he application deadline date in order for your
ap 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 6`h Street, Minneapolis, telephone 612-348-5910
❑ •Original Certificate of Survey (signed by a Iicensed surveyor), mee ing 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, r
❑ Completed hardcover calculation worksheets (as provided within the variance packet).
ho ��,t�0. Topographic survey — including existing and proposed elevations, and proposed grading and
ng4- 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 (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 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 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 payrnent) 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 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 re dless of i s potential merit.
Applicant's Signature: � ,Q Date: °� rl���'�
Appiicant's Signature: Date:
OWNER'S ACKNOWLEDGEMENT:
The owner hereby acknowledges and agrees to this application and further authorizes reasonable
entry onto the properiy by City Staff, consultants, agents, Commission & Council Members for
purposes of investig�ti d verification of this request. '
Owner's Signature: � � . Date: `� .� �� ��d-�
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 representative attend in place of the applicant and advise the City Planner
assigned to your project.
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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: �
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
f icense.
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 certain rights under M.S. 13.04 (see following page) to review private data on
yourself.
6. Your full name is required to process this application or permit.
�Av�t� �.J . , ,:��CLf� -. .. - .
First � � � � � Middle Last
3ZS� �t�S-�O�I�i�-�.J �a,-�..�` ,. . . . , .
Add ess
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City State Zip Phone
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Signature
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Page 1 of 3 �
HARDSHIP DOCUMENTATION FORM
This form is a required submittal for ALL variance applications. An application i
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 criteria 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."
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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."
"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 properly�in the zone
� where the affected person's land is located.° ' �
� "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 application is necessary for the preservation and enjoyment
of a substantial property right of the applicant."
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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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� CERTIFICATE OF SURVEY FOR
DAVID BERG
� OF LOT 3, CRYSTAL BEACH AND
ADJACENT ABANDONED COUNTY ROAD
HENNEPIN COUNTY, MINNESOTA �
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LEGAL DESCRIPTION OF PREMISES � \\� �
Lot 3, CRYSTAL BEACH; ALSO, � �
All thot part of abandoned County Stote Aid Highway No; -51 (shown
as County Road in the plat "Crystal Beach"), which lies between the �
northwesterly extensions of the northeosterly ond southwesterly lines
of lot 3, "Crystal Beoch" except that port of said Highway lying '
northwesterly of a line drown parallel with and distant 50 feet • : denotes iron marker found -- -
southeasterly of the present centerline of C.S.A.H. No. 51,
described as follows: Commencing at the intersection of the o : denotes iron morker set
centerline of said County State Aid Highway No. 51 and the South
line of Section 8, Township .117, Range 23 (soid oint olso being the —94�—: denotes existing contour line, �mean sea level dotum
intersection with the centerline of C.S.A.H. No. 19�; thence run
Northeasterly at an angle of 107 degrees 54 minutes with the northsouth Bearings shown are based on assumed dotum.
centerline of said C.S.A.H. No. 19 for a distance of 111.4 feet;
thence deflect left along a tangential curve having a radius 572.96 This survey shows the boundaries of the above described property,
feet (delta angle 31 degrees 39 minutes) for o distance of 316.5 feet; and the location of an existing house, concrete driveway, shed,
thence tangent to soid curve for o a distance of 344.7 feet and there deck, and topogrophy thereon. It does not purport to show any
terminoting. other improvements or encroachments.
� EVISION DATE OESCRIPTION GRONBERG�ASSOCIATES� INC. I HEREBY CERTIFYTHATTHIS PLAN,SPECIFICATION,OR REPORT SCALE
WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND �.._20.
1 10-24-07 ROOF LNES ADDED
DRAWN CONSULTING ENGINEERS,LAND SURVEYORS, THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER AND LAND
SITEPLANNERS SURVEYORUNDERTHELAWSOFTHESTATEOFMINNESOTA. DATE
J ,
io-�-o�
CHECKED 445 N.WILLOW DR. LONG LAKE,MN.55356 JOB NO.
952-473-4141
DATE�/�L�"d7 MNLICENSENUMBER /17/�.f 07-358
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CERTIFICATE OF SURVEY FOR �
. DAVID BERG
OF LOT 3, CRYSTAL BEACH AND
ADJACENT ABANDONED COUNTY ROAD
� HENNEPIN COUNTY, MINNESOTA
(PROPOSED CANTS & OVERHANGS)
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NOTE: �\ (932.5) ��oF � �••.. /�a� �
EXISTING HOUSE HAS 546 S.F.OF ROOF OVERHANGS �� 7 � �
PROPOSED HOUSE HAS 478 S.F.OF ROOF OVERHANGS ���� � I �''••'� �x �p� ��
AND 117 S.F.OF CANTS �� � �
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' (931.7� �
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�
LEGAL DESCRIPTION OF PREMISES \ \\� v
Lot 3, CRYSTAL BEACH; ALSO, � �
All that port of abandoned County State Aid Highwoy No. 51 (shown
as County Road in the plat "Crystal Beach"), which lies between the ' �
northwesterly extensions of the northeasterly and southwesterly lines
of lot 3, "Crystol Beach" except that part of said Highway lying - .
northwesterly of o line drown parollel with and distant 50 feet •': denotes iron morker found
southeasterly of the present centerline of C.S.A.H. No. 51,
described as follows: Commencing ot the intersection of the o : denotes iron marker set
centerline of said County State Aid Highway No. 51 ond the South
line of Section 8, Township 117, Range 23 (said oint olso being the —g4�: denotes existing contour line, mean sea level dotum
94 —
intersection with the centerline of C.S.A.H. No. 19 ; thence run
Northeasterly at on angle of 107 degrees 54 minutes with the northsouth Bearings shown are based on assumed datum.
centerline of said C.S.A.H. No. 19 for a distance of 111.4 feet;
thence deflect left along a tangential curve hoving a radius 572.96 This survey shows the boundaries of the above described property,
feet (delta angle 31 degrees 39 minutes) for a distance of 316.5 feet; and the location of an existing house, concrete driveway, shed,
thence tangent to said curve for a a distance of 344.7 feet ond there, deck, and topography thereon. It does not purport to show ony
terminating. other improvements or encroochments.
E REVISION DATE DESCRIPTION GRONBERG 8�ASSOCIATES INC. �HEREBYCERTIFYTHATTHISPL4N,SPECIFICATION,ORREPORT SCALE
� WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND
1"=20'
1 10-24-07 ROOF LP�ES ADDED
RAWN CONSULTING ENGINEERS,LAND SURVEYORS, THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER AND L4ND DATE
SITE PLANNERS SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA.
R
to-t-o�
CHECKED 445 N.WILLOW DR. LONG LAKE,MN.55356 JOB N0.
952-473-4'f41
, DATE� ILJ�-07 MN LICENSE NUMBER�/7 71'1' 07-358
07- 58 � � �
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AY NO.51 AS DESCRIBED --� .
' COUN7Y STATE AID HIGMN �� •
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"� �1/f� t�.rv�D Q c2�� iv-i-o7 � �P.v io-��-aa RECEIVE�
.� I�RDCOVER�ALCULATION W012T�.SHEET OCT 2 5 2007
� .f S�TIiACI�ZON�;: (CI�tCL�ONE) �0-7�' 75-250' 250-500' �00-1000'
� �XTS 1ING HARDCC�VER Tl�i ZONE CI�Y OF OROP�I
A. IIouse x � ' = G 7 p S
Lcng(h Width • • ' • •
' _ X � = S.F.
� .� x = S.F.
X . . _ . S.F.
. B. Garage x • ' ' _ � S.F.
C. Drive«ray x � ' = S.F.
� . x. = S.F.
D. Side�valk ' x = S.F. �
- X � _ ' S.F.
E. Patio/Deck x = � 2.5 9 S.F.
�nic'. .!',u�D F2 x . _.�/ �3 = �5' S.F.
F. Landsc�pe �P�!ri o x = � _ _ 2 O S.F.
,_ --- ----------Underlain--- Gv�aY1 IPX M R_--- —='X�`= • • .
-= _ ' - - __ _ . . 8 �S.F.
-;--- ----------�-- _ . ... _ „ _. . . . . . -
_ Y asttc_ ._.Caivc;�/�Y.06[la_,..__._� _ 6'R' S.F,
Or rabric /4ocK o,�.,� /��.fr�� . ` ,_ S
G. Other R��r OI/F��lA.�/�'� Oti6� /°�'�v�auf .a�6A�' — . • 4o S.F.
TOTt1L�IAI3DCOVER�N ZDNE - � /��'�`� S.F. A
TO'CAL 1'ROPERTY AREA IN ZONE - 3 5g�9 S.F. B
A -` B `x 100 = 3�". G O %
PR�2'OS�:D T�fA7tDCO�T�TN ZON�, '
� A. House ' x . _ "' S.F.
Lenglh . Width ' '
X � _ 'S.F.
x = • S.F.
�►�U��F�o �it.�- e��.e PEau,�ekf .t��.�= + 7 S,F.
• R6MGVE RaGF �'r/C'�lJ,�,f/CS '
B. Garage �vFw ovEl�k.�1��'1' A�.� 2.a Fr o►t = — 9� S.F.
� c.�rr .�a �',�r�f� o��,�-a ec+�r��- . �
C. Driveway � x � = S.F.
X = S.F.
D. Sidewalk � x ' = S.F.
x . _ .S.F.
�, Patio/Deck � x� � = S.F.
— X = • S.F. '
F. Landscape x � = S.F.
Underlain X = •
. _ ' S,F.
IIy Plastic �x •. • = S.F.
Or Fabric � '
G. Other _ x = � S.F.
TOTAL H�IRDCOVER IN ZONE - r��/ S.F. A
TOTAI,PROP�RTY A1tEA�N Z�NE - � .? S8'�` S,F. B
A - B 0 2 4. 2 k� %
; �
O.t✓�Q b'C2G �o-�-o� � tev io�•2�'-0� f���El!lECs
r' , �
: � � ' �I�.RDCOVER CALCULATION WORK,S3EIEET OCT 2� 5 2007
.�' SETIiACK ZOI��: (CIRCLE ONE) 0-75' 75-250' 250-500' �00-1000' �
.,S` �XTSTING HAl2D�C�V�R Tlu ZONE � CI�� O ' OROPI�
A. IIouse x = // 99
, Length , Width . . •
� - X • _ � ' S.F.
' x . . - . S.F.
� . X • . - . S.F. ..
. B. Garage X ' � � _ �
. , S.F..
C. Driveway t"a.uC. Ql��u(.,�J'�06Lv�akx . • � _ .
`1�58 S.F.
. X . - � S.F. �
D. SideFValk x = S.F. .
X = ' S.F.
E. Patio/Deck x _ _ � S.F.
. — X = S.F.
F. Landsclpe ,Ca,vc. Baltg,62 x ; /.� S = � � ,� S.F.
_ �.. . � Underlain. _.._�� .._.__ �..._.� -. -_ '. _ -- --.
_ . .cr������1 rn p�' x -_ .
.,_ ,._ ��.�__...�_.. - By Plastic �,��elc'a,�i�Bt.t I r/� .3. __ . 7��S8 . _ � ' � -
Y S S.F
� Or Fabric � - . . ;/2 9 S.F.
RbG�' • E' vf�K1' RR6A
G. Other 2.6 �at/��N��uG oV6R /� _ , .
. � ��� S.F.
TOTAL�TARDCOVER�N ZONF, � - . �,�'�Q�%' S.F. A
. . TOT.4L PItOPERTY AREA TN ZON� �Fxccu.o..vF O�c,vF.Fs,�r,f,c6q � 2 3 3 6 S.F. B
A - B �x 100 = _7��,.6"� %
rROPOST�D �Tf17t1)CO'VF,I'�IN ZONE '
• A. House ' x ' . _ " S.F. �
• Lenglh , Width . .
� x � = S.F.
x = . S.F. . .
_ ORO,�a!'�d C�t�` GvC,�t �G�LC�fa�l'11R E A = �2 o S,F.
B. Garlge /kEdt�ivE Z�6 �°oX F a✓6�.��ov� • � _� — 2 �i � ��
� - S.F.
C. Driveway � x • = S.F.
, � X - S.F.
D. Side�valk � x � _ � • S.F.
' X . _ .S.F.
E. Patio/Deck x� • = S.F.
. X = � S.F. •
F. Landscape x � = S:F.
Underlain x . _ � S.F.
IIy Nlastic 'X . _
Ur Fabric ' � - S.F.
G. Other . x = � � S.F.
TOTAL H�IRDCOVER IN ZONE - /�!',�,? S.F. A
. TOTAL PROPERTY AREA IN ZONE - � 2 ,�3 g' S.F. B
A ' B � x 100 = '
_ ��. �'� %
�
- � � pCH��1 t N �
BUILDING PLANNING
f
1
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i
!
i
SECTIO R302 installed or a whole-house mechanical ventilation
�.. EXTERIOR WALL LOCATION system is installed capable of supplying outdoor ven-
R302.1 Exterior walls. Construction, projections, openings tiladon air of 15 cubic feet per minute(cfm)(78 L/s)
and penetrations of exterior walls of dwellings and accessory per occupant computed on the basis of two occupants
buildings shall comply with Table R302.1. These provisions for the first bedroom and one occupant for each addi-
shall not apply to walls,projec6ons,openings or penetrations tional bedroom.
in walls that are perpendicular to the line used to deternune the 2. The glazed azeas need not be installed in rooms wh�re
fire separation distance. Projections beyorid the exterior wall Exception 1 above is satisfied and artificial light is pro-
shall not extend more than 12 inches(305 mm)into the azeas vided capable of producing an average illuminatio�of
where openings are prohibited. 6 footcandles (65 lux) over the area of the room t a
Exceptions: height of 30 inches(762 mm)above the floor leve�.
1. Detached tool sheds and storage sheds, playhouses 3. Use of sunroom additions and patio covers,as defineG�in
and similar structures exempted from permits are not Sec�ion R202,shall be pernutted for natural ventilation
required to provide wall protection based on location if in excess of 40 percent of the exterior sunroom walls
on the lot.Projections beyond the exterior wall shall are open,or are enclosed only by insect screening. !
not extend over the lot line. R303.2 Adjoining rooms. For the purpose of deternumng
2. Detached garages accessory to a dwelling located light and ventilation requirements, any room shall be cons�d-
within 2 feet(610 mm)of a lot line are pernutted to ered as a portion of an adjoining room when at least one-half of
have roof eave projections not exceeding 4 inches �e area of the common wall is open and unobsiructed and pro-
(102 mm). � vides an,opening of not less than one-tenth of the floor area of
3. Foundation vents installed in compliance with this the interior room but not less than 25 square feet(2.3 mz).
code aze pernutted. Exception: Openings required for light and/or ventilation
shall be pemutted to open into a thermally isolated sunroom
. .► addition or patio cover,provided that there is an openable
SECTION R303 area between the adjoining room and the sunroom addition
LIGHT,VENTILATION AND HEATING or patio cover of not less than one-tenth of the floor area of
R303.1 Habitable rooms.All habitable rooms shall have an �e interior room but not less than 20 square feet(2 m2).The
aggregate glazing area of not less than 8 percent of the floor ��mum openable area to the outdoors shall be based upon
area of such rooms. Natural ventilation shall be through win- �e total floor area being ventilated.
dows,doors,louvers or other approved openings to the outdoor R303.3 Bathrooms. Bathrooms, water closet compartments
air.Such openings shall be provided with ready access or shall and other similar rooms shall be provided with aggregate glaz-
otherwise be readily controllable by the building occupants. ing area in windows of not less than 3 square feet (0.3 m2),
� The minimum openable azea to the outdoors shall be 4 percent one-half of which must be openable.
of the floor area being ventilated.
Exception:The glazed areas shall not be required where arti-
Exceptions: ficial light and a mechanical ventilation system aze provided.
1. The glazed areas need not be openable where the The minimum ventilation rates shall be 50 cubic feet per min-
opening is not required by Section R310 and an ute(24 Ls)for internuttent ventilation or 20 cubic feet per
approved mechanical ventilation system capable of minute (10 L/s) for continuous ventilation. Ventilation air
producing 0.35 air change per hour in the room is from the space shall be exhausted direcdy to the outside.
TABLE R302.1
EXTERIOR WALLS
MINIMUM MINIMUM FIRE
EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE
(Fire-resistance rated) 1 hour with ex sure from both sides 0 feet
Walls
(Not fire-resistance rated) 0 hours 5 feet
(Fire-resistance rated) 1 hour on the underside 2 feet
Projections
(Not fire-resistance rated) 0 hours 5 feet
Not allowed N/A <3 feet
Openings 25%Ma�cimum of Wall Area 0 hours 3 feet
Uniimited 0 hours 5 feet
Com 1 with Section R317.3 <5 feet
Penetrations • All
None re uired 5 feet
N/A=Not Applicable.
2006 INTERNATIONAL RESIDENTIAL CODE� 47
. . ���T I
October 3, 2007
City of Orono
Building and Zoning Of�ce
We are excited for the remodel of the Berg residence at 3669 North Shore
Drive. The plans for improvements and design are ideal for the property.
Thank you for including our approval. �
Frank J. Plachecki, Ph.D. �
Melissa J. Plachecki, RN,C.
3685 North Shore Drive
3675 North Shore Drive
Orono, MN 55391
�
� ' ' . � �� �
RUN DATE: 9/18/2007 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIST) PAGE: 1
F
E
38 08-117-23 34 0050 38 08-117-23 34 0051 38 08-117-23 34 0052 i
A&D HAGEN WARREN E BERG ET AL W/L EST FRANK PLACHECKI ET AL �
3655 NORTH SHORE DR 3669 NORTH SHORE DR 3675 NORTH SHORE DR �
AL&DONNA HAGEN WARREN E BERG FRANK PLACHECKI
P O BOX 64 3669 NO SHORE DRIVE MELISSA PLACHECKI �
CRYSTAL BAY MN 55323 WAYZATA MN 55391 3675 NORTH SHORE DR �
. WAYZATA MN 55391 �
Z
�
�
1
38 08-117-23 34 0053 38 08-117-23 34 0054 38 OS-117-23 34 0061 �
R G RESSLER&S RESSLER F PLACHECKI&M PLACHECKI HENNEPIN FORFEITED LAND t`
3683 NORTH SHORE DR . 3685 NORTH SHORE DR 38 ADDRESS UNASSIGNED � ,
REX G RESSLER FRANK/IvIELISSA PLACHECKI COUNTY OF HENNEPIN �
3683 NORTH SHORE DR 3685 NORTH SHORE DR
WAYZATA MN 55391 WAYZAT.A MN 55391
I CERTIFY THAT THE FACTS REPRESE AN A TE AN RUE ENTAT'ION OF INFORMATTON
AS IT APPE THIS ATE ON TH C IN - A7�AYER VICES DEPARTMENT.
DATE: C� . Y:
, '
� ' ' ' ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM ...
� (we) F�iv( "=:PC�{c�;�Cc K, � . of 3C��S n� S i�2� :0�
[print name(s)] [print address]
have reviewed the plans for the proposed improvement or proposed use of the property located at
�a�vid� . aiso referred to as Land Use Application No. �
. I we understand that in executing this acknowledgement, I (we) am (are) not asked to declare
rov r disapproval of the property or use but merely to confirm for the Ci Council .
ty that I (we)
am (are) aware of the improvement plans and that the proposed neighbor's project or use requires
� Council approval.
���I� �� � G �l P h D- ��- p
Property Owner � Da
� e��SSA��� ��Nec,�l IL�G� � � o -�- n�
Property Owner • - Date .
��«**,�,�*��,�,►,�,�, �,��,�,����**�**«* �
I (we)�.���..til PL�1C.I��CK.���� � of ���3��5� l�1� St�Z�' D�:
[print name(s)] � [print address]
have reviewed the�plans for fhe proposed improvement or proposed use of f�e propecly located at
.�`�. � �also referred to as Land Wse Application No.
I we) understand that in executing this acknowledgement, ( (we) am (are) not.asked to declare
approva disapprov�l of the property or use but merely 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. • .
����% � � I�G�1 �h�7_ � l b � _ d
Property Owner Da e
✓����SS .� � �ki ��C_ Q ' � � - �
� -o
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 8� Zoning Office at least 10 days �
. prior to the scheduled meeting date.
� y,,
� t rs b� s 'r ,� x,'�+ 4 '2x Y '""`�.f" v .�;^,
�qg�' 4.s�.e� t� +k-.�� v ?���F'����'.,fi� ���4� ,•�,�r#,�'+�' �� ,� « -
f�c�a�3Yi'�1��ry������+��4 3�+�,k5K,ai� �°<
'M �; ��..:"•'Zi.,v��-'fl�,'�'�t24.r�t �' Sa• y..
��'J�:m.?.a ,�`.-�"�_�- ��S.T+i..�
, , . .
ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM
� �we� � � � t�A C-�� of 3C�S5 n� 5 M�2�`' tJQ '
[print name(s)] [print address]
have reviewed the plans for the proposed improvement or proposed use of the property located at
�fot�{ also referred to as Land Use Application No.� . .
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
�� �G7" �' � 6 a'�
Property wner � Date �
� - .
. . ,1 ���•
� �� �'� � /D �
�' Property Owner Date
****,�*****«****************��* �************,�**********«�,�**************
I (we) R� 5 (ZES SL�`�(Z, of 3�8 3 ti1 Sf}�r D(L
[print name(s)] [print address] � . "
have reviewed the plans 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 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. •
1 D � f� (3�7 �
P operty Owner Date
. /d/�/�a �
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 & Zoning Office at least 10 days
, prior to the scheduled meeting date.
Hennepin County Variance Map ` Page 1 of 1
r . , . • �
` ' ,
; Hennepin County Tagpayer Services: Variance Labels
� Thrs is not a legally recorded map.It represents a compilation of information and data from Crty,County and State authorities.
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Parcel Information• . Date Printed:9/18/2007 8:13:00 AM
Parcel ID:08-117-23-340051 .
Owner Name:WARREN E BERG ET AL W/L EST
Parcel Address:3669NORTH SHORE DR ORONO MN,55391
Buffer Size:150 fk
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Date Application Received: 10/16/07
Date Application Considered as Complete: 10/31/07
60-Day Review Period Expires: 12/30/07
To: Chair Kempf and Planning Commission Members
Ron Moorse, City Adminisirator
From: Evelyn Turner, City Planner
Date: � November 19, 2007
� Subject: #07-3331 Ron and Susanne Vanacora, 2500 Casco Point Road
-Hardcover Variances
-Public Hearing
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Zoning District: LR-1C (0.5 acre)
Lot Area: 0.68 acre
Lot Width: 100 feet
Application Summary: The owners request a hardcover variance to allow 29.73 percent
hardcover in the 75 to 250 foot zone when only 25 percent permitted to provide for
construction of a re lacement residence. �
Staff Recommendation: Planning De artment Staff recommends denial.
Pertinent Zoning Ordinance Sections
78-1288 Hardcover
List of Exhibits
A. Application
B. Hardship Documentation Form
C. Submitted Hardcover Calculations
D. Area Map
E. Survey
F. Architectural Site Plan and Proposed House Elevations
G. City Engineer's Report
H. Staff drawing comparing lot to more typicallot
Background
This property is a lot in the Tillson's Villa Carmen subdivision, which was platted in 1962.
This plat included three lakeshore lots, an outlot for a private road to provide access to these
lots and a non-lakeshore lot. Two of the lakeshore lots are combined. The combined
property(2480 Casco Point Road)retains ownership of the outlot but accesses from
Frederick Slreet. The non-lakeshore lot(2490) accesses from Casco Point Road. The
applicant's access is also from Casco Point Road but utilizes the outlot.
Mr. and Mrs. Vanacora propose to remove the e�sting house and replace it with a walkout
rambler with a three car attached garage.
. �s
FILE czoning_file»
«PC_meeting date»
Page 2 of 3
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� LOT ANALYSIS WORSHEET
Lot Area/Width•
Re uired Actual
Lot Area 0.5 acre 0.68 acre
Lot Width 100 feet 100 feet �
Structural Covera�e:
Allowed Proposed
4,443 s.f. 15.00% 3,175 s.f. 10.72%
Hardcover Calculations:
Hardcover Total Area in Allowed Proposed
Zone Zone Hardcover hardcover
0-75 7,500 s.f. 0 s.f. 0 s.f.
0% �
75-250 14,731 s.f. 3,684 s.f. 4,379 s.f.
25% . 29.73°/n
250 - 500 7,390 s.f. 2,217 s.f. 0 s.f.
30%
Tota1 for 29,621 s.f. 5,901 s.f. 4,379 s.f.
Property
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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, the Planning Commission shall consider the effect of the proposed
variance upon tl:e healt/:, safety and welfare of t/:e community, ezisting and anticipated traffic conditions,
light and air, danger of fire, risk to thepublic safety, and t/ie effect on values ofproperty in the surrounding
area. The Planning Commission s1:a11 consider recommending approval for variances from the literal
provisions of i/ze Zoning Code in instances wl:ere their strict enforcement would cause undue Itardsl:ip
because of circumstances unique to the individual property under consideration, and shall recommend
approval only wl:en it is demonstrated tl:at suc/t actions will be in keeping witl: the spirit and intent of tl:e
Orono Zoning Code.
Issues for Consideration
Can reasonable use be made of the property without a variance? While the lot has an unusual
shape, it has a slightly larger 75 to 250 foot zone than a rectangular half-acre lot. The portion
of the driveway than is on the outlot is not included in hardcover for the lot. Exhibit G is a
comparison of this lot to a more typicallot.
r `j �
FILE«zoning_file»
cPC_meeting_date»
Page 3 of 3
Is there something about this lot that requires the proposed level of hardcover? The
Commission might want to consider typical ways hardcover can be reduced:
• Place the house farther from the lake than required. This narrows the view of the
lake, especially if the houses on both sides are closer to the lake than the proposed
house. The house could be shifted about ten feet farther from the lake, which would
reduce hardcover by about 150 square feet. While the houses to either side are at the
same approximate setback,the view to the northeast may be seasonally impacted by a
two level boat house on the adjacent property.
• A common arrangement on lakeshore lots that are partially within the 250 to 500 foot
zone is to place a detached garage on that portion of the lot in place of the third or
fourth attached garage stalls. That arrangement would be possible on this lot (see
Exhibit G). This would reduce hardcover by perhaps 400 square feet.
• Construct a two-story house. The applicants indicate they may be caring for their
elderly mothers so wish to have"one-level living". This is a laudable goal. However
the floor plan has only one bedroom, the master bedroom, on the main level. The
Commission may wish to ask the applicant if the house will have accessible features.
. ! Orient the gaxage to minimize the size of the driveway. For aesthetic reasons side
load garage is preferred to a front load garage. But it usually requires more
haxdcover. The proposed garage stall closest to the road is only 18 feet deep so it
will be the two stalls closest to the house that will be for everyday use. The City
Engineer indicates it will be difficult to get a full size vehicle into the sta11 closest to
the house and close to impossible to get any vehicle out of it. Additional driveway
area will be required. It may be possible to reduce the width of the driveway near the
outlot to offset this increase.
Are there any other issues or concerns with this application?
Staff Recommendation
Planning Staff recommends denial based,on the following fmdings:
� 1. While the lot is of unusual shape, it is conforming for width and area.
2. Because of the unusual situation that a portion of the driveway within the 75 to 250
foot zone is within an outlot, the property is actually allowed more hardcover than it
would be if the driveway was entirely within the lot.
3. The applicants have failed to demonstrate than it would not be possible to make
reasonable use of the property without the variance.
' y � PC Exhibit A
� City of Orono
Variance Applicatio ��
StreefAddress: Application# O 7 ' �
O�`O� 2750 Kelley Parkway Date Received: � �
Y Orono, MN 55356 Amount Paid: �(op�
0 Staff:
Main: 952-249-4600 Fee: $600
a �+ fax: 952-249-4616 Renewal: $300
�'� �ti`� MailingAddress: After-the-fact: $1,200 Double Fee
t9'kE5804'� P.O. Box 66
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
application. Incomplete applications will not be placed on Planning Commission Agendas. .
PROPERTY INFORMATION:� � � � /
SiteAddress: �Sc,v C�1Sc� 1a �., 7`- �u9� Q�P�Nv �5534/
Property tdentification Number (PIN): _�d _/�7 - 2.3_ 2/- OG/v
(Attach legal description to application if ot included on the survey.)
Date Property Acquired (month/year): 9� o'� ❑ Yes, I own the adjacent parcels.
Present use of property: �'Residentia ❑ Other �
Zoning District: ,/ ,p � /C
APPLICA NFORMATION: (C mplete legal names and marital sta us required for each interested party)
Name: f�do..c� L �J � �c,eZA,"�� l��oN�qCO�f1
Phone (home): '7�3 L}-�.3- '�7 �� Phone (work): 7b3 Sa5- 3b �3
Complete Address: �.�o v �4S �'o F�n���" �o� C�,2dNv 5�39
Email: ��s�0 /VOvoNd�J�S��C a� Fax: ' �l� � ��53- ��o,�"
OWNER IN�RMAT19N: `Complete legal names and marital status required for each interested party)
Name: o •1 � �4 'L G�h h e V�i �QC v�� .
Phone (home): �6 3 _ y y3. 7��� , Phone (work): 7 �'�S- 3-b �3 �
� Complete Address: � Sr,G C'•9Scd �. tit� 0�1�
Email: ��v�C'o�1� �t�htCy4�T.' �T Fax: �7�v�, �5.�- 74c�_S �
DESCRIPTION OF REQUEST: � Estimated Project Cost: $ S vvc�
�escribe tI�e request in detail (attach additional sheets if necessary :
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v�.,�l -��� u�� ��`o A-d�s $� � , -L. tz�g��~����y .
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REQUIRED S�UBMITTALS:
All of'the�fiollowing 'in�orrnation must be submitted by the application deadfine date in order for your
applicatio�i`to be process�A:
❑ ��Pre-Ap.plic�tionryMeefing Form, completed by a City Planner.
❑ Completed Application Form �
C] 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 tfiree'dimensionally on ttie elevation drawings. *see staff for more
informafion, . � , .. � ' -� . , , ..
❑ For rebuild and remodel projects a neighborhood perspective elevation view may be required.
"`see sfaff for more information on this reguiremerif,°���,'•
❑ 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 .reguired or requested by the Planning
Department, agre�s to�pay�additional fees (staff•time-not�covered'in the�origihal fee�payment} and/or
consultant expen�es incurre�an review of this application�andxcerfifies�fhat tFie-information�supplied is
�, _truerand correct to the_best of.his/her knowledge. The�applicant recognizes that he/she is solely
responsible for sUbmitting_a complete appfication°�being aware th�f 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: �� • ` .+Date: ���o �S. O
I ,
Applicant's Signature: - � Date: " /O /G o
� ' •. 4E - 4 • �•�. ;'
OWNER'S ACKNOWLEDGEMENT: � + � � � �
Th.� :owner hereby acknowledges and agrees to this application and further authorizes reasonable
entry onto the properly by City Staff, consultants, agents, Commission & Council Members for
purposes of investi.gation and verification f this request. . . . . , , �.�_.,�.".-� ,
� � . . . .
z..� . �
, Owner's Signature: .. �,. ;� . ;pate . lo/:�S � a7- �
Owner's Signature: � , �Date; /o/��o�
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�, s.� . .�°-... �rw '.a•
Applicant must �ave� all submittals�into �the City:offices 25 days before the Planning Commissron
Meeting._" Planriing Commission Meetings. are .nor.mally held on, the third.�, Monday. �of each monfh.
Applicants must be present at all schedu:led review meefiir�gs=of.the Planning Commissio.n and
Council: ` If an applicant is unabfe to attend a scheduled meeting, .please make arrangements to �
. have.�'an authorized �representative atfend�in place of the applicant and�advise the City Rlanner
�� assigned to your project: ' � �� .� � � . . = - � �
. .. . . . . . . . . -: � . . .. . _, � . :'�-. -
f �
^ ADJACEN P OPER OWNERS' ACKNOWLEDGEMENT FORM
I (we) .��� Lil� G :, �C� ��J� ���'� P��� R Pr�•.
� [print name(s)] [print address] � � ��,
have revie ed th lans for the ro osed im rovernent or ro ose use�bf h
p p p p p d # e property located at
a� (117�SC4 �in�" also referred to as Land Use Application No.�
I (we) understand that in execufing this acknowledgement, I (we) am (are) not asked to declare �
approval or disapproval of the property or use but rnerely to confrrm 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.
�
: �
Property Owner � Date
Property Owner • Date
�Ir,t,t,r*h,t***,k,t*****,t,t�**,t*tnlnr* �e�nk�t,►ie,k+t,ttM�►�k�kk�t*�k,r****,t�ie�***rn�r*,t,rrrw,k,t*,t�,rvr,t*+rlrk,Me***Y�,r*,r*�wk
I (we) of
jprint name(s)] [print address] .
have �viewed�e plans for the proposed improvernent or proposed use of the property located at
�^oDC.45�'0 o�itf' also referred to as Land Use Application No.
I (we) understand that in executing this acknowledgement, I (we) am (a�e) not asked to declare
approval or disapproval of the property or use but rnerely 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. �
� G �� B wG7
Property Owner Date
Property O Date �
If you have any information that may assist the Ciiy 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.
;�
. , ..
ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM
I (we) ��v�aLY�16R��s of a5�o c�Sc� ,�,�,U .
[print name(s)] [print address]
have revie ed thep1�ns for the proposed improvernent or proposed use of the property located at
o2.�O� ��t(s•��also referred to as Land Use Application No.
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 rnerely to confirm for fhe City Councif that I (we)
am (are) aware of the improvement plans and that the proposed neighbor's project or use requires �
Council approval.
�0/9� �
0
Property ner � Date
Property Owner � Date
*�***�************,�*�,�,��,�,�,k�«*�,�,�*«�,�,�,�**;�*«***.,**,.****,�**�«***,�«*««*****,�.,**
I (we) ' o f .. .. _.
[print name(sp [print address] .
have reviewed the plans for the proposed improvernent or proposed use�of the property located at
also referred to as Land Use Application No.
1 (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. -
<
Property Owner Date
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 & Zoning Office at least 10 days
prior to the scheduled meeting date. � .
,
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City of Qrono
Pre-Applicatinn Meeting Form
(This form is to be completed by a City Planner during your pre�application meeting.'`)
Streef Add�ess: Mailing Address; For Office Use Onlv: "�
2750 Kelley Parkway P.O, Box 66 City Planner; !.%r . .
Orono, MN 55356 Crystai Bay, MN 55323-0066 MeeEing Date/Time; -�/..-rj� !.�J.a�
PC Date: "
Main: 952-249-4600 k'
Fax; 952-249�616 � /VC�' /yJ�/7C� (�!►S Gul�j �.q��/��7s�
b�l�c(�!
What is the purpose of a pre-appllcation m�efing? —`
Pre-application meetings aid the applicant in preparing a complete proposal, inform them of the
procedures and requirements of the city code, and identify poli�ies or regulations�that create
opportunitles or problems for the proposal, � � �
PROPERTY INFORMATI �j
Site Address: a 5'00 �qSCo T�/�f, Q/�a n.p f��1/ 5'S'39�
Property Identification Number (PIN): .. _L'3..2,� „ Op
Zoning bistrict: ��2- � G Size of Property: ' r �,,t�. 2, � S�
�
DESCRIPTION OF REQUEST;
� Average Setback D Side Yard Setback ❑ Rear Yard Setback O Front Yard Setback
�Hardcover � Lot Coverage O Lot Area D Ldt Width
❑ Other: •
Applicant's HARDSHIP: Applicant has received the Hardship Documentation Form,
�nitials: 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
application.
OTHER INFORMATION:
�'Please note: Your variance application will NOT be accepted without a pre-applicafion
meeting during which this form will be complet d by City staff.
Applicant Signature: � Date: l0 - /,S-- t� 7
,.
6119d 906LE55f9L «
lO�Lt ZI-OI-LOOZ
Pc�hibrt e
� Pa�c 1 c>f 3
HARDSHIP DOCUMENTATION FORM
. Thfs forrri is a required submifEal for ALL varlance appllcatlons. 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 larrd and not the land owner. Persona/and economic
situations are not considered valid hardships. In order for an appiicatlon to be heard by
the Planning Commissioh and City Council a hardship having merit must be
demonstrated.
WOW bp 1 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,
5ince yoU ate requesting the code exception, yau have the burden of proving that the
varlance is)ustlfied, The information the City receives Is what is used in determining a
denial or approval recommehdation. 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): .
1. "The property in question cannot be put to a reasonable use if used under
conditions allowed by the official controls."
�
2. "The plight of the landowner is due to clrcumstances unique to his property not
cr ated by the landowner."
LC� �
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3. "The variance, if granted, will not alter the essential character of the locality."
� l;�, �
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4. "Ecohomic considerations alohe shall not constitute an undue ardship if
reasonable use for the property exists under the terms of the Zoning Chapter."
. .
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506LE55E9L « ZO�LI ZI-OI-LOOZ
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Page 2 af 3
�. "Undue hardship also includes, but is not limited to, inadequate access to direct
suniight for solar energy systems. Variances shall be granted for earth sheltered
construction as defined in Minnesota Statutes, Section 116J.06, Subd. 2,when in
� h��y with this Chapter."
6. "The Board of Appeals and Adjustments or tf�e Counci! may not permit as a
variance any use that is not permitted under this Chapter for property in the zone
� � the affected person's kand 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." �
A�rrie.�� T SS �t o�,� �vlortfE�Q �iY��•L in!
��"'tiDLr�CL� c�Ji✓L� ✓�L. �vi i✓� A-�
y✓iLL �'iz'/� .��5✓ in/ p�11�
8. "The special conditions applying to the struciure or land in question are peculiar �
to such properly or immediately adjoining property."
Cc�.e=.GE,vT" S T.�t�e�•t.E /f-Jt� vt�s3�a.�.✓� �jilS
c'�4`fd£� �tE �Ev�v aif ��y� wi f a�i
o�e. o�J -c � s�D� v� � e � b �t-^�'J
/+�O✓i r-b o�t yGi Ac�ao••,b097� 2iit, ��2�Se�T fvfv.e� �YL�'d2
9. "The conditions do not apply generaily to other land or structures �n the district in
which said fand is lacated."
(.�iv me 2 6� �� I4�-�•t� � ��E S�cic.•�},� �� l�7,���SE�fis
�1 F�i�[i�?7�S ?� .��-�-���?� C w�.-e�f fi-
s7-.�uc7d2� ,T� /lqf�T ,2f1,?�c.i�/1��h7`�
� 10. "The granting of the application is necessary for the preservation and enjoyment
�ef a substantial property right of the applicant." �
�R w.ei OG�eel,�g SJ �r�vi �� �j� �i�-D«S`l�''����/d
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w As ,G�r'eCix iri-� a �-vL ino��S7zlQ �2o e.rn�3 �w� 9S��rJ"�"
11. "The granting of the proposed variance wili not in any way impair health, safety,
comfort, morals, or in any other respect be contrary to the intent of the Zoning
�Cof�e." / _�� /�
f'�/ �Po G �P�Q�i.v j, ��icr .�r Z� o � ye, .
C '' �'-Pei,�T / i✓i/ /'�t �2v�� �,v,D���
fi�J�G ,ef�7GL�� �U /tscd ai ti7-' ,r�o i.�-t�
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12. "The granting of such variance wili not merely serve as a cohvenience to the
a licant, but is necessary to aileviate demonstrable hardship or dlfficulty " `
�� Mo�s�"u7�' �SS 4 G ��- �e 7'�.
ti..� a u ��s,�pi h,��T C�.9tits�c.� ��t
—LL�e���t sL 10�- �'oN��Q �2 g-Tlv•�+ .
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Hardship Statement
Should�you feei the hatdship cannot fully be described in the above criteria, describe the
unique hardship, pracfical dlfflculty or unusual property conditions praventing compllance
with Zoning Ordinance requirements in the following lines (attach additional sheets If
necessary):
6t/ll d
906LE95E9L « Cn:/t 7t-ni-inn�
Pc�n�brt c
NARDCOVER CAC.CULAi`ION WORiCSHEET
SETBncK ZoNE: (CIRCLE ONE) a-T5� 75-250� 2so-600� 500-1000� .
EXI3TlkG�-iARDCOVER IN ZONE
A, House see survey X
Lsngih wdlh � 2� 8�—S.F.
z = S.F.
x - S.F.
B, Gerage x � = w/ house a re�_F.
C. Qriveway see su rvey X � 935 S.�.
" ` S.F,
D. Sidewalk see survey X _ ��2
S,F.
x = S.F.
E. Peifo/Deck see survey X = 288 S.F.
X = S,F,
F. l.andscape see survey x = 536 S.F.
Underlain x = S.�,
By Plastic x - S.F.
G, Retaining x _ - S.F.
Walls
H. Other Screen Porcf� X = 9B S.F,
TOTAL HARDCOVER tN ZONE - 4 61 o S,F, A
TOTAL PROPERTY AREA IN ZONE � - 1 , 1 S.F. B
A 4,6�0 � g _ 74,73� x �oo = 31 °ia
PROPOS�D HARDCOVER iN ZONE NOTE : Ex i st i ng fiouse, deck, pat i o, dr i veway and
planting areas to be completely demolished.
A. Fiouse see a2. l x = 2,180 S,F.
Len9� ' Wdt�
- x = S.F.
X - S.F.
B. Garags see a2. 7 X = 795 S.F.
G. Qrlveway Paved x see a1 .7 ; 77�
S.F.
• qravel x sgg aal� = 4�� � S.F.
D. Sidewalk x = S.F.
x - S.F.
E. Patio/Deck 2Q� x �0' 0 200 S.F.
x � S.F.
F. L.andscape x = S.F.
Underlaln x = S.F.
By Plastic x = S,F.
G. Retaining x . w F,
Walis
N. Other x = S.F.
TOTAI HARDCOVER IN ZONE - 4,379 S.F. A �
TOTAL PROPERTY AR�A IN ZONE - ' 14,7�1 S.F. B
A 4,379 * a �4,7�_ x7oa = _ ��, �� °i,
61/V�d 5�6LE5569L « £O�Lt Z�-01-LODZ
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� \ \ \ �\ � 15'-0" 14,731 SF (from certified survey)
� \ \�� � -� 14,731 SF x .25 = 3,682.75 SF
� , � � ` _ � � HARDCOVER PERMITTED per CITY of
, — � ORONO ORDINANCES •
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771 SF HARDCOVER ��
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PROPOSED HOUSE & DECK w/ Walk-Out .t1 i
BASEMENT � ��i
�r,o�: ooES Nor inaune,�� e�Enni " {�o�
PR6POSE0 12" OVERHMlGS) /
HOUSE 2,180 SF - Deck ��/
GARAGE 795 SF � �
DECK 200 SF . � \ �
3,175 SF HARDCOVER. 10' wide SIDEYARD �
BLDG. SETBACK
�
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HOUSE LINE BETWEEN
ADJACENT PROPERTIES. i
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CONC./81T. APRON & WALK 771 SF
CARMAN BAY
GRAVEL DRIVEWAY 433 SF LAKE MINNETONKA
TOTAL (%) 4,379 SF (29.73�) OHW : ELEV. 929.4'
�.� S�{�er�ati� Sit� pl�n .
al.l Scale : '1 /32" _ '1 '-0" North
CERT]FICATION Project Ron & Suzanne Vanacora Residence
�avid,➢.Kelly ��ereUy certiFy thot ihis ao�,
s,������a<;a�,a��eP�<ros prepored 2500 Cosco Point Rd. Sheet Number
�ey ne or under ny d�ect suprrvis�on ���
} } B nd thnt 1 on e dul �;�¢nsed
C "�C"y °nC• prchitect urMer M[Yio�s o�the Orono, MN � I�evelopment �
Stote o�HinneSOte � �
s,.�.�, �92s�.,.��s� �� ,� Comm. No. : 07.040 n
Knnropal�s.Mivn�ato SSt2a 5060 Me<elli>ter Orivr � I . I x
c9J2�4224220 �fOWfl By : KellY � � wp.v�a�.�:..�o�e 55759 �.
(6R)7D17080
Reg. No. : 15254 Date Issued : 10.15.2007 �
T
56'-0"
14'-0" 3'–g"
20�-2" 16'-0" '
DECK
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MASTER �
. BATH �
PORCH
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�
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(w/ Walk–Out Basement) • �
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. �� 795 SF
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a2.1 Scale : 1 /8" = 1 '-0" North
CERTIf'ICAT►ON Project Ron & Suzanne Vanacora Residence
�avid,9.Kelly ��ereby certiFy thot tMS plon.
spetificatlon,o�report rros prepored 2500 CQ$CD Point Rd. Sheet Number
by ne or nder ny d�rect �uperv;sion rl.+i�
ord ihot I on o dul Licensed
�11
c itect,flnc. ArcMtect under thlY�o�i Of thr Orono, MN I)evelopment
stote o��mme�o�o
sw�.eos 7?25 V�aL SOtn Tt ,�a����P� Comm. No. : 07.040
I�neopo�s.Mrwsota 55�2t - SD60 Weallisier p-(v' �� . I
��922"M� Drawn By : Kell y � wp.Pion.M sote SSa9
f6121 7013W0
Reg. No. : 15254 Date Issued : 10.30.2007
4
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CERTIFICATI�N Project Ron & Suzanne Vanacora Residence
�avtd J.Kelly ��lftby CCrtiFy thot thfs w��, C �.
spaclrcatlon,or repart us prepored 2,.10� CQSC� Point Rd. � Sheet Number
by nt or under ny dir�c! superviiron
Architect, Inc. °^d ihot 1 on o ddy Lkensed Orono, MN �pV��o Qn+
ArcMtect und[r the loxs af tht io�. � 1.
Stote oF Nv�nesoto
�,�� ���,��h 5t �� Comm. No. . 07.040
MNn.st"972�9Z2'22Z0�, •� Drawn By . K@IIY . w��isz�i,oi�o 5759 �� . I
Reg. No. : 15254 Dote Issued : 10.30.2007
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PC Exhibit G ' 2335 Highway 36 W
St.Paul,MN 55113
Tel 651-636-4600
Fax 651-636-1311
uuww.bonestroa.com
�Bonestroo
October 29, 2007
Ms. Evelyn Turner
Planner
City af Orono
Post Office Box 66 . �
Crystal Bay, MN 55323
Re: 2500 Casco Point Road �
File No. 000139-07000-1
Plat No.07-3331
Dear Evelyn: .
We have reviewed the plans for 2500 Casco Point Road, received 10-25-07. The plan proposes to
construct a new home. We have the following comments with regards to engineering matters:
• A swale should be graded along the west property line. This swale shoultl extend north and south
to the extent possible, such that as much runoff as possible is contained on the subject property.
• It does not appear that the grading in 0-75'setback is necessary to the extent shown on the plans.
Grading in this area should be limited to the area near the retaining wall.
• The proposed/existing 938 contour line near the west retaining wall does not match the proposed
wall elevations or spot elevations. The plans should be revised in this area such that all contour
lines,spot elevations, and wall elevations are in agreement.
If you have any questions, please call me at(651) 604-4894. �
� Yours very truly, .
� . i .
Darren Amundsen �
Cc: Tom Kellogg
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Date Application Received: 10/16/07
Date Application Considered as Complete: 10/16/07
60-Day Review Period Expires: 12/15/07
To: Chair Kempf and Planning Commission Members
Ron Moorse, City Administrator
From: Evelyn Turner, City Planner
Date: November 19, 2007 .
Subject: #07-3332 PRC Development Company on behalf of Stonegate Farm, Inc.,
2940 Sixth Avenue North (Northeast Quadrant of Sixth Avenue North and
Homestead Trail)
-Preliminary Plat and Preliminary Planned Residential Development
-Public Hearing
-----------------------------------------------------------------------------------
Zoning District: RR-1B (2 acres)
Lot Area: 24.63 acres acre
Application Summary: The applicant requests approval of a Planned Residential
� Development (PRD) of six single-family houses and preliminary approval of the plat to
create a lot for each dwelling, an outlot for a private road to serve the houses and an
outlot for the commonly owned ortion of the develo ment.
Staff Recommendation: Planning Department Staff recommends approval with
conditions.
Pertinent Zoning Ordinance Sections
Sections 78-601 through 609 Planned Residential Development(attached as Exhibit n
Chapter 82 Subdivision Regulations
List of Exhibits
A. Application
B. Existing Site Conditions
C. Plans
a. Preliminary Site Plan
b. Preliminary Grading Plan
c. Preliminary Utility Plan �
d. Landscape Concept Plan
D. Preliminary Plat
E. Sketch Plan Drawing and Minutes from PC and CC discussion of sketch plan.
F. City Engineer's Review
G. ISTS Program Manager's Review
H. Wetland Consultant's Review
I. Planned Residential Development Regulations
J. Material Relating to the Rural Oasis study and Conservation Design
-,��
'�_
� �
. -. �
FILE#06-3208 '
June 19,2006
Page 2 of 6
Background
The sketch plan for this development was reviewed by the Planning Commission and the
Council earlier this year. Comments were favorable. The major difference from the sketch
plan is that one lot has been shifted from the northeast side of the internal road to the
southwest side.
Approval Process
A Planned Residential Development(PRD, not PUD)requires a Planning Commission
review and recommendation before consideration by the City Council. If the City Council�
approves the PRD the approval is a preliminary one. A second, final approval is required
once a11 plans axe complete and correct, all,documents prepared, all financial guarantees
provided, and all fees paid. The Planning Commission should indicate at the time of its first
recommendation if it wishes to review the final application.
The Preliminary Plat also requires a Planning Commission review and recommendation
before consideration by the City Council. Final plat is considered by the City Council at the
same time as the final PRD application. It is not reviewed by the Planning Commission.
When a zoning application is submitted it is routed to the City Engineer for review of
engineering and wetland matters. The Applicant is provided these comments as soon as they
are received by Staff but is instructed to not submit revised plans until after the Planning
Commission review. This allows any changes the Planning Commission recommends to be
made at the same time. The revised plans are usually required before the matter is
�considered by the City Council. For this applicafion, since it is only preliminary, not all plans
� will be prepared or correct by the Council meeting.
--------------------------------------------------------------------------------------
SITE ANALYSIS .
Size: 22.87 acres not including right of way of Sixth Avenue North(County Road 6) and
Homestead Trail (County Road 201), 13.25 acres non-wetland
Comurehensive Plan Desi�nation: Rural Residential, one unit per two acres
Zonin�: RR-1B (Minimum lot size:2 acres, 200 feet wide)
Wetlands: There are two wetlands on the site, one 9.47 acres and one 0.6 acres. They are
separated by a culvert crossing.
Vegetationc The most noteworkhy vegetation on the site is the stand of mature maple trees
that extend about 600 feet along Sixth Avenue North. The trees extend 100 to 150 feet back
into the site. There is also a shelter belt of pine trees along some of the Homestead Trail
fronta.ge. Vegeta.tion within the wetland is primarily non-native species.
Rural Oasis Studv: The property was one of the subject properties studied in the 2005
Orono Rura1 Oasis comprehensive plan amendment,which was approved by the City
Council in 2005 but has not proceeded forward to Met Council pending completion of a
companion Conservation Design ordinance. The Community Management Plan(CMP)
x s
FILE#06-3208
June 19,2006
Page 3 of 6
amendment document is attached(Exhibit J). Please pay particular attention to the
information on pages 13 and 14 having to do with Development Site#1, of which the
applicant's site is the westerly portion. Also look at Figures 7, 8 and 9 which identify critical
elements of the site that should be preserved or enhanced at the time of developrnent.
SITE PLAN AND ANALYSIS
Lot Area/Width/Setbacks:
Minimum Standard Lot Pro osed
Lot Area 87,150 s.f. 30,016-63,426 s.f.
Lot Width 200 feet 157-235 feet
Least distance between side setbacks: 80'
Lot Depth Not specified 157-235'
Least distance between front and rear setbacks: 100'
Buildable Area* 47,040 s.f.(200'by 436' lot) 12,491 s.f.to 35,141 s.f.
50' front 30' front
Building 30' side 20' east side**
Setbacks 50' rear 40' west side**
50' rear or 20' from wetland buffer
*Lot area less setbacks and wetland buffer
**To make side yards more usable the houses will be placed toward the east side of the lots.
Circulation: Access would be provided by a private cul-de-sac off Homestead Trail. The
major part of the road would be 24 feet wide with no curb. This road has been shortened
since the sketch plan and the turnaround loop replaced by a traditional circle of pavement.
24 feet is the City's standard for a residential street serving three to six units. Bill Meyer,
Fire Marshal,reviewed the sketch plan and indicated the 24-foot wide road is acceptable as
long as there is no parking on one side of the road.
Utilities: The applicant proposes to extend City water to serve the development. The main
would be extended from the northwest corner of Old Crystal Bay Road and Sixth Avenue
North through the site to Homestead Trail. There is adequate capaciTy in the water system to
accommodate this extension.
The applicant intends to utilize a cluster septic system. The five houses northeast of the
private road would each have its own septic tank discharging to a gravity collector line
ending at a lift station that would pump the liquid effluent to a sand filter located in the
vicinity of the existing house (which would be removed). The house on the southwest side of
the private road would pump its effluent directly to the sand filter. From the sand filter the
effluent would be pumped to single community dr�eld to the west within the common
area. The use of the sand filter allows the dra.in field to be created without removing trees.
An alternative drainfield location was identified adjacent to the primary drainfield. Other
than a few shared septic systems for seasonal dwellings on Big Island,this will be the first
shared septic system in the City. Careful installation, ongoing system management and
adequate legal controls will be needed to ensure its proper functioning.
Surface Water Mana�ement: The applicant proposes no storm drain pipe. Virtually all the
site now drains to the wetland and this will continue. Runoff from the road will be directed to
rain gardens within the wetland buffer by swales. Staff would note that the Minnehaha
Creek Watershed District(MCWD)may have additional requirements.
� . . �
FILE#06-3208
June 19,2006
Page 4 of 6
Grading: The private road will require about a two foot cut through the slope adjacent to
Homestead Trail. It will then gradually slope downward. The turnaround is about nine feet
lower than the intersection with Homestead Trail. All lots in the subdivision will
accommodate basement walkouts. On the lots to the northeast of the private road the
basement floor will be placed on existing grade. This will place the main level one to four
feet below the street. Front yards will be filled and graded so that runoff is directed around
the house. The main level of most easterly house will at about the same grade as Sixth
Avenue North at the east end of the existing wooded area. The house on the southwest side
of the private road will have the main level and garage roughly on existing grade. Its yard
adjacent to the private road will be cut down to provide for a walkout basement.
Common Area: There would be 16.76 acres of common azea, 6.87 acres of which would be
non-wetland. The outlot would contain a11 the wetland plus the axea between the house lots
and Sixth Avenue North, the area north of the wetland and a strip along Homestead Trail and
the north boundary of the development west of the wetland. T'he wooded area along Sixth
Avenue North would be within the common area. The common area north of the wetland
would be linked to the private road by a pedestrian trail.
Landscane Features:
. The applicant proposes a stone entry gate and a five foot fence along Sixth Avenue North and
Homestead Trail. The fence would extend north to the wetland along the east boundary of �
the development and east to the wetland along the north boundary. Extensive plantings of
deciduous and coniferous trees are proposed.
Wetland•
A requirement of the development is the creation of a 35 foot wetland buffer adjacent to the
wetland. The applicant is enthusiastic about this requirement and hopes to be able to also �
replace some of the reed canary grass within the wetland with more appropriate plant
material. In some areas the wetland buffer may be extended beyond the required 35 feet.
ISSUES FOR DISCUSSION
Chan�e in Road and Lot confi�uration: From the sketch plan one lot has been shifted
from the northeast side of the internal road to the southwest side. This road has been
shortened and the turnaround loop replaced by a traditional circle of pavement. The
applicant indicates these changes were made to place the most easterly house farther from
Sixth Avenue North and make the lots larger. The revised road also fits the topography
better. Are the changes acceptable? Are there any concerns about the orientation of the lot
. southwest of the private road?
Ri�ht of Wav Width: The code requires a 50 foot right of way and turnaround radius for a
private road serving this many houses. The application proposes 40 feet and 48 feet. Staff
suggests the Commission focus on the visual and functional impact of this. The pavement
width will be the same regardless of the width of the right of way. What changes is the
distance between the pavement and the house, since the setback is measured from the right of
way. As proposed there would be a minimum of 38 feet between the edge of the pavement
and the house or garage. With a 50 foot right of way this would be 43 feet. There will be a
ti 1
FILE#06-3208
June 19,2006
Page 5 of 6
three foot gravel shoulder adjacent to the pavement that commonly converts to turf. The
Commission should discuss what the appropriate distance from the roadway is? If the right
of way is increased to 50 feet could the front setback be reduced to 25 feet to maintain the
same setback from the roadway?
. Wetland Setbacks: On lots that are adjacent to the wetland, should be setback be measured
from the wetland buffer or from the property line? Staff is not suggesting that a 50 foot
setback be required from the buffer(the code requires a 20 foot setback). For several lots
houses could be as close as to the buffer as 20 feet. The proposed unequal side setbacks are
proposed to compensate for this. Is this acceptable? The applicant should be�asked about
what sort of building restrictions will be placed on the lots through restrictive covenants. The
Commission should consider if these some of these restrictions should be incorporated into
the PRD approval.
Perimeter Fence: The applicant should be asked about the design of the proposed fence. A
fence is the locations proposed would generally be limited to 42 inches, 48 inches if a three
rail split rail fence, or 60 inches if a board rail fence enclosing domestic animals.
Trail alon�Homestead Trail: The applicant wonders if it would be appropriate to install a
1rai1 along Homestead Trail. The road is narrow and winding but is apparently often used by
bicyclists. This would require conversations with Medina and Three Rivers Park District.
Should this be investigated? �
Are there any other issues for discussion?
PLANNING STAFF RECOMMENDATION
Staff recommends approval of the Preliminary PRD application subject to:
1. Submission of complete and correct final site, grading,utility, landscaping and buffer
improvement plans with changes addressing the concerns expressed by the City
Engineer and Wetland Consultant.
2. The applicant providing either a copy of the MCWD permit or information from the
MCWD indicating their specific requirements for the applicant for this permit.
3. The right of way of the private road increased to 50 feet and [front setbacks would
remain 30' or could be reduced to 25']
4. The minimum house setback from the wetland buffer sha11 be [20 feet or ?feet]
5. [None, all or some of� the development covenants shall become part of the PRD
approval and enforceable by the City.
6. The height and design of the perimeter being [insert a description of the fence and its
height]
i i
FILE#06-3208
June 19,2006
Page 6 of 6
7. Sta.ff and the Applicant exploring construction of a trail along Homestead Road.
8. All plantings that are part of the PRD landscaping to be native materials. (Plantings
by homeowners on the house lots are not regulated except within the wetland buffer.)
The Commission should also indicate if they wish to review the final PRD application.
Staff recommends approval of the Preliminary Plat application subject to modification of
the plat to address the concerns expressed by the City Engineer and Wetland Consultant and
' to reflect any changes in the PRD.
1 l
PC Exhibit A
. City of Orono
��
Subdivision Application
StreetAddress: Application# �7 � 3�j'3
�Q� 2750 Kelley Parkway Date Received: �D �
O O Orono, MN 55356 Amount Paid: -� Z 4
Staff:
Main: 952-249-4600 Fee:
� �+ fax: 952-249-4616 Renewaf: �
��`� Mailing Address:
�`�kEsHOg'� P.O. Box 66
• Crystal Bay, MN 55323-0066
This application form must be completed in fulL
PROPERTY INFORMATION:
Site Address: 029� ��' �lJ� . /L�)yS�/� { (�yv�-i0 �i1itJ �-�'�v�O
Property Identification Number(PIN): � S 11�' �- 3 � /bDO /
(Attach legal description to application if not included on the survey.)
Date Property Acquired (month/ ear): /D �j 3 ❑ Abstract or�Torrens, please check one
Present use of property: �esidential ❑ Other
Zoning District:
APPLICANT�I�CMA�ION: (Complete legal names and antal status required for each interested party)
Name: /� Lt�'G/ /�U7 �" (��U .Yr2
Phone (home): �p / � - qg�- � g 2-3 Phone (work): /a - �'/- � 3
Address: S j^ L�G( ,/c�r `v � '" ' '
Email: SGZ�1 . s G @ ►"� Fax. c - s����
� gs�a - ��� ���
� OWNER INFORMATION: (Complete legal names and marital status required for each interested party)
Name: ��7`ji'��G�q.�{,e ��IM . �'—n G .
Phone(home): GjS'd?`=9c.,!(p� �(0 9 a,' Phone (work): �,/�w►��
Address: ��/ 1=l�./i r>G �'_�6 u G� p��*1T e , ��i i°�l�/�!� /t'l S�3��r
Email: _i�'1�/C.e . S�� c�h � (>l�'G , l� � ax: qS-Z- 9 S�� � ! �� s
EXISTING LAND USE:
Number of Tax Parcels:
Development Size: �?��Z Acres Dry Land ,
' , Acres Wet Land ,
Acres TOTAL, all parcels
Present Use (check one) �Residential; Number of Units: 1
❑ Other. (Specify)
Present Zoning District (Z �j r"j
Proposal:
❑ Division for Tax Purposes
❑ Lot Line Rearrangement Only(no new building sites)
�Subdivision for New Building Sites ,
Number of Building Sites � Existing Units
� New Units
� Total Units /
Proposed Gross Density � Units per /�.S Acres
Minimum Lot Size Square Feet Dry Buildable Land
' � Proposed Use(check) Residential {'f2p
�`-' ❑ Other(specify)
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i �
' MINIMUM MATERIAL REQUIRED FOR COMPLETE PRELIMINARY APPLICATION
1. Payment of fees(refer to"application 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.
MINIMUM MATERIAL REQUIRED FOR COMPLETE FINAL APPLICATION
1. Payment of fees(refer to Preliminary Subdivision Approval resolufion and park fees if applicable).
2. Signed Certificate of Suroey 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 �
v� Subdivision of a Lot Line Rearrangement$600.00
ubdivision Application (Class I &II)$600.00 �dd.�o .
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
ark 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. ecial Improvement Fees: � '' ��, �
Proposed Private Roads$650.00+$.50 per lineal foot; U lin.ft. x.50=$_�' �. f �.
� ! Proposed Public Roads$950.00+$.50 per lineal foot; lin.ft. x.50=$
Request for City to Accept Existing Private Road$950.00 .
�roposed Sanitary Sewer Main Extension$275.00+$25/stub • /SC�, pv
Proposed Watermain Extension$275.00+$25/stub �'f� �
� Proposed Storm Sewer System (excluding culverts)$250.00 p��(f�
On-Site System, Site Evaluation Review(applicable to rural subdivisions)$60/per lot x�new lots . �� fTr�
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 Q
The applicant hereby agrees to provide all information required�or requested by Planning Dep��efit'�' �
Staff, City Engineer, City Attorney, Planning Commission and Council necessary to process this
application and further ees to pay all ditio al fees established by ordinance.
Applicant's Signature � Date: b (p fj
� �e �° �m�rtit
Owner's Signature: ate:
C'�'/J� `-tt-l�/�'�,, �[ .
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 the meeting.
- 11 -
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� C7 Revislone I hereby certlfy that thle plan waa prepared
� � no o�. e R.�w by me or under my d�roet �,P�t�tan and that er�iN'vtY EnglneeNng•Plann/ng•Surveying STONEGATE FARM �
� N � I am a duly Liceneed ProTeeelind Engineer pe��g�� �p . �
�, undar tharlpwe of,t�qStatp of Mlnnesota. ���� 1�/B002Bth A�renua SL/!e /40 0{ipNO, MINNESOTA �
O �Ll. 1(�l 1 Drawn ,IMD P/ymouth, M/nnesofo 55447
`¢, � Slgnature �lJflneial. I l.o/� ��� �p a,,,,, 763/476-60f0 PRC DEVELOPMENT C0. �
° N�e� DAND NASH McCombsfrankRoos 1hx 763/476-8532
� Data: 10/16/07 u��ae a zie3s '�f010d o�+ Assoclates,�na EXISTING CONDI110NS �
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� xo oae. e R.nan�. PRELMINARY m
� by me or under my dlrec!a,��,t�io� ,�a tnat Eng/neer/ng•P/anning•Survey�ng STONEGATE FARM x
� W � I am a dul Llcenoed Profaee�nol Englneer Deeigned �p �
O under tha we of tf e Stat of Mlnna�ota. p�� �p 1�8�28fh Avenua SLlte 140 ORONO, MINNESOTA ' Q
�8 N Slanaturo n }mouth, Mlnnasoto 55447 � � ,
a Name: DAND N�" �''°�°' "�D ,��► �� �'�x 7 6 3/4 7 6-6 8 5 3 2 PRC DEVELOPMENT C0. n
� Da te: 10/16/07 Licenee ,p 2ieas /w a ro�a o,m �0����5 . P R E L I M I N A R Y S I T E P L A N � .. .._
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Namo: DAND NASH �� McCombsFrdnicflaos fox 763/476-8532
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� �
MINUTES OF THE
ORONO PLANNING COMMISSION
Monday,May 21,2007
6:00 o'clock p.m.
(#07-3287 Thomas Webber,Sketch Plan,Continued)
Kroeger inquired why this area would be zoned one-half acre. �
Gaffron stated this neighborhood,which is located on the north side of Navarre,was zoned for one-half
acre since early 1967 and that this standard may have been to limit the density. Gaffron stated the issue
of hardcover arid density was probably an issue and also reflected that there is a wide variety of lot sizes
in the neighborhood. Rather than creating a zone that allows a one-sixth of an acre,they required one-
half acre lots in order to protect the lake.
Kroeger noted this area is within walking distance of the business district of the CiTy of Orono. Kroeger
indicated he understands the water quality issues.
The applicant was not present.
Kempf stated he would not encourage higher density in Navarre and that there are neighborhoods where
there are a number of srr►all lots since it can become oppressive. Kempf stated he likes a mixture of
smaller and larger lots but that it does not appeaz that this would result in a more desirable and expensive
property.
Winer inquired whether the City's Comprehensive Plan would be affected at all with this proposal.
Gaffron stated one of the issues is that any development within the MUSA should be developed at three
units per acre. A comprehensive plan amendment is probably not necessary but the neighborhood would
likely have to be rezoned rather than just simply these lots,which would constitute spot zoning.
The Planning Commission took no formal action on this item.
8. #07-3289 PRC DEVELOPMENT CO.,2940 SIXTH AVENUE NORTH,SKETCH PLAN
Susan Seeland with PRC Development and Roland Aberg with Hart/Howerton were present.
Roland Aberg stated they are proposing a project on the corner of County Road 6 and and Homestead
Trail consisting of approximately 22.87 acres,which does not include the right-of-way of the two roads.
The site borders Medina on the north and is currently zoned RR1B,which has a minimum lot size of two
acres. A standard subdivision was prepared for the site based on that current zoning. It shows there are
six potential lots. .
When this site was being considered for development,a number of amenities to the property were
identified,which include a number of trees, some wetland area and the views. Aberg stated based on the
topography of the site,they are proposing a Planned Residential Development. The plan proposes a
single road with a rural road feel and six home sites. Aberg stated the benefit of the project,by arranging
the homes in this way, is that is helps to preserve the overall wetlands,preserves all the woodland,and
leaves a lot of open space in and around the lots.
PAGE 9
J 1
MINUTES OF THE
ORONO PLANNING COMNIISSION
Monday,May 21,2007
6:00 o'clock p.m.
(#07-3289 PRC Development Company,Continued)
Aberg stated they are proposing a minimum of three-quarter acre lots,with the remaining land to be held .
in common with a homeowner's association. When the lots are added up and subtracted from the total
land available,approximately 18.4 acres would be held as open space in a conservation easement that
would be managed and mainta.ined by the homeowner's association. Also being proposed are building
envelopes in the range of 13,000 square feet,which take up appro�mately 40 percent of each of the
individual building home sites. The internal road is proposed to be a private road at a right-of-way width .
of 50 feet and 22 feet of actual paved roadway. Aberg stated the cul-de-sac is appro�umately 500 feet in
length. Aberg noted there is a potential access point onto County Road 6 but that it is not necessary and
would be a choice of the City.
Aberg displayed a series of elevation sections illustrating County Road 6,the woodland,the location of
the road,and the location of one of the homes. Aberg indicated the home would be set a little down the
slope and that the land would be terraced slightly. A slight berm is being proposed along Homestead
Trail,which would be landscaped and would help to buffer the homes. Aberg stated the front of the
homes would look like one and a half stories but that they need to work with the City's planner on how
the City determines the height of a structure.
Aberg illusirated the proposed landscaping for the site,noting that their intent along County Road 6 is to
build up the berm in that area and also have plantings to help buffer the homes. In�addition,in the area of
the e�sting pines and evergeeen trees,they would propose a mix of deciduous and other plantings to
create a more natural look. The woodland planting would also continue further down Homestead Trail.
Within the development itself,plantings would be done in various locations on the individual sites to help
frame each lot.
Aberg illustrated the area where they are proposing to construct berms in order to protect the development
from County Road 6. Also being proposed is a deer fence that would be woven into the woods with a
portal into the development being created. Rain gardens are also being proposed for this low impact
development. Discussions are ongoing with the Minnehaha Watershed District concerning this project.
Also proposed for the development is a community wastewater system. Soil tests have been completed
and their engineer is confident that that type of system would work on this site.
Aberg stated each home has been architecturally design to fit more naturally into the land. Aberg stated a
shared pool for the six homes is possible and that they would be providing ample screening in the form of
berms and special planting. Aberg stated in their view this proposal meets a number of the City's goals
and helps to maintain the rural character of Orono and helps protect the wetlands and other natural
resources on the site.
Kroeger inquired whether the Jamestown sewer project could be extended to service this development.
Gaffron stated there are a variety of issues that would factor into that kind of a decision. Gaffron noted
that is a pressurized system that is designed for a certain number of homes. Gaffron indicated there is the
potential that six additional homes could be added to it. In addition,there is also the issue of whether the
City would like to expand its MLJSA territory. Gaffron noted based on the Metropolitan Council's
calculations for new developments, a development of nine units on six and a half acres would reduce the
City's density of sewered development since 2000 from 3.4 to 2.9 units per acre. This would become an
issue for the Metropolitan Council,which has been requiring a minimum density of three units per acre
PAGE 10
, �
MINUTES OF THE
ORONO PLANNING COMMISSION
Monday,May 21,2007
6:00 o'clock p.m.
(#07-3289 PRC Development Company,Continued)
for MUSA expansions. Staff has felt that this property should be sewered and that a community drain
field system is something that the City's sewer inspector would need to review.
Kroeger stated the conservation area could possibly be excluded from that calculation.
Gaf&on stated the wetlands could also potentially be excluded. Gaffron stated there are a number of
issues that surround this development but that this development has been well thought out and that the
community septic system does allow more open space.
Aberg pointed out they currently they have a 35-foot wetland setback and a 20-foot wetland buffer,with
another 30 feet of rear yard buffer.Aberg stated they could increase their buffers if need be.
Seeland stated she has had conversations with Metropolitan Council over what constitutes open space and
their reply has been that open space is anything that is permanently protected from future development,
which means that certain areas could be removed from the calculation. Seeland indicated three units per �
acre would be difficult to achieve,however,on this site.
Rice inquired whether there is a development planned for the land to the north.
Aberg stated there is no plan cunently for that site although there are discussions that are underway.
Rice commented if that area to the north is developed, it is likely that sewer would be brought in to serve
those homes.
Gaffron stated when you are standing at the intersection of Old Crystal Bay and County Road 6,what is
visible is an open slope. Gaffron pointed out that nearly all the slope is within the City of Medina and the
City of Orono cannot control what happens on the Medina side of that line. The City's Rural Oasis Study
was to preserve the long views with a backdrop and that currently that view has a backdrop of a sky and a •
grassy slope,and that if houses are eventually constructed there,the backdrop would be houses. Gaffron
stated he is unsure how to preserve that vista on the Medina side except to ask Medina to require some
type of buffer along that area.
Kroeger noted that area is also approximately 800 or 900 feet away,which would help to negate the .
visual impact of the houses.
Winer inquired whether the applicant owns the 170 acres to the north.
Seeland stated they do and that they have been discussing with Medina the creation of a conservation
easement for that area along the properly line as well. Seeland stated they have submitted a conservation
plan that included sewer on the 50 acres that abuts Orono and that they are proposing to take 50 percent of
the land and put it in a conservation easement. The slope would be open space and the 120 acres to the
north would be put into a conservation/subdivision layout resembling Hugo's and Corcoran's open space
plan. The calculation comes out to 75 units on 50 acres,with 50 percent going into conservation and then
27 units on the balance of the 120 acres. Seeland stated Medina has indicated they are not ready to
include that property in the MUSA at the present time. Seeland indicated they would not be developing
that land in the near future.
PAGE 11
� c
MINUTES OF THE
ORONO PLANNING COMMISSION
Monday,May 21,2007
6:00 o'clock p.m.
(#07-3289 PRC Development Company,Continued)
Winer inquired when the City's Comprehensive Plan needs to be upgraded. .
Gaffron stated the City has until August of 2008 to update their Comprehensive Plan and that there
probably will not be any significant changes proposed. Gaffron stated some areas that would be looked at
include the Navarre area and parks.
" Kempf stated the fire department tends to look at two main issues,which include two access points into a
development and a wide enough street to accommodate emergency vehicles. A narrower road is
appropriate for a more rural area and also helps to slow traffic down. Kempf expressed concern about
having another access onto County Road 6 given the amount of traffic on that road. Kempf stated he likes
the Rural Oasis goals being talcen into consideration in this development.
Kempf questioned whether the building azea of Lot 6 encroaches into the trees.
Aberg illustrated the location of Lot 6 and the trees. Aberg stated the intent is to preserve the trees as
much as possible.
Kroeger inquired whether only emergency vehicle access would be allowed off of County Road 6. �
Ahberg stated that is the intent.
Gaffron noted this item would be before the City Council on June 11`�'.
The Planning Commission took no formal action on this item.
5. #07-3290 DRK FAMILY ASSOCIATES,2523 KELLY AVENUE,VARIANCE
Winer moved,Kempf seconded,to table Application#07-3290,DRK Family Associates,due to the
absence of the applicant. VOTE: Ayes 5,Nays 0.
PLANNING COMMISSION COMMENTS
9. REPORT OF PLANNING COMMISSION REPRESENTATIVES ATTENDING
COUNCIL MEETINGS APRIL 23,2007 AND MAY 14,2007
Kroeger stated he attended the Apri123rd City Council meeting. Kroeger reported that one of the issues
that was discussed at length was how the City needs to define a remodel versus a rebuild. Kroeger noted
the Bracketts Road development was approved and that discussion was had regarding establishing an
environmental commission.
Kang reported on the May 14`�CiTy Council meeting and noted that the CMP Amendment for Stone Bay
was withdrawn after a lengthy discussion. The parties were told that they had to go through the PiJD
process.
PAGE 12
� �
. �- - MINUTES OF THE �
ORONO CITY COUNCIL MEETING �
� Monda.y, June 1 l,2007
7:00 o'clock p.m.
8. #07-3289 PRC DEVELOPMENT CO.,2940 SIXTH AVENUE NORTH—SKETCH
PLAN �
� � Susan Seeland of PRC Development Company presented a sketch plan for the corner of County
. Road 6 and Hornestead with the help of Roland Aberg of Hazt/Howerton.
� Aberg explained that six lots would be clustered in respect of the wetlands and woodlands on three-
quarter acre sites with the remaining 18 acres put into a permanent conservation easement and
owned by the homeowners association.
Seeland stated that the conservation easement would cover the wetland,not necessarily the entire
woodland area,as a portion of which might be designated for a neighborhood amenity, She
indicated that she had spoken to Evan Everson of the MCWD, who had expressed an interest on
behalf of the MCWD to renourish the wetland area. In an attempt to nestle the homes into the
landscape and maximize outdoor living integration, Seeland stated that they hoped to situate the
homes with 40 foot separation on one side and 20 foot on the other.In an effort to embrace the
� goals of low impact development, Seeland stated that ra.in gardens,NZJRP ponds, and naturalized
plantings would be utilized.
� Aberg pointed out that the homes would be dropped lower along County Road 6 to create a berm in '
order to mitigate the sightlines of the hockey arena aeross the street.
� Seeland continued pointing out that the proposed septic would include three different locations,the '
� northern edge would utilize drip urigation°system, though not always as reliable as necessary in �
northem climates,a pressurized mound system would be added, as well as,a multi-flow system.
Murphy stated that he has issue with the waste water proposal and would prefer to see a demo site
. at some point to see if this actually works.
� Seeland asked if the City might be willing to pursue this and investigate whether this would be an
� option for this site. .
MoMillan stated that sewering this parcel would really scare her and believed that invesfigating this
system would be a bold step for Orono.
. Mayor White sta.ted that the Council would be wilIing to listen to a presentation and suggested they
set up a meeting with staff�and Engineer Kellogg. �
Rahn stated that he had listened to the presenta.tion given to the Planning Commission and felt it
was very well done and thought out thus far. He encouraged the applicants to put a presentation
together. . ,
, �
PC Exhibit F
St.Paul,MN 55113
Tel 651-636-4600
Fax 651-636-1311
www.bonestroo.com
November 1, 2007 �Bonestroo
Ms. Evelyn Tumer '
Planner �
City of Orono •
Post Office Box 66
Crystal Bay, MN 55323
Re: Stonegate Farm
File No. 000139-07000-1
Plat No. 07-3332
, Dear Evelyn:
We have reviewed the plans for the proposed Stonegate Farm development located at 2940 County Road
6, dated 10-17-07, The plans propose to create a six-lot residential development. We have the following
comments with regards to engineering matters:
Plat
• Perimeter drainage and utility easements 10 feet wide along all exterior lot lines and 5 feet wide
along all interior lot lines should be provided, .
• Drainage easements should be provided over all wetlands, ponding areas, and drainageways,
including rain gardens. .
• The road right of way should be 50 feet wide and the cul-de-sac should have a 50 foot radius.
• A 20 foot wide utility easement should be provided over the proposed watermain.
• An easement should be provided over Lot 3, Block 2 to allow access for Lot 2, Block 2.
� Hennepin County will review the right of way requirements for CSAH 6 and County Road 201 or
Homestead Trail. . .
Site Plan .
• Any removals of existing structures or trees should be called out on the plan.
• A geotechnical report, R-value recommendation, and pavement design should be submitted for
review and approval, �
Grading, Drainage and Erosion Control Plans
• The plans should state the source of the topographic information shown,
• A profile should be provided for the proposed road.
• The proposed road should have a crown in it, and ditches should be graded alongside the
roadway. It may be necessary to install one or more culverts to route runoff from the south side of
to the north. These should be shown on the plans.
• The plans should show the existing trail and storm sewer along CSAH 6.
i t
City of Orono page 2
Stonegate Farm 10/26/07
� The typical road section should include three foot wide gravel shoulders.
• The location of the rain gardens should be reconsidered. Soils will likely not be conducive to
infiltration along side the wetland nor will this location allow for draintile installation.
• Slopes must not exceed 3:1,
• The Orono Storm Water Management Plan calis for a 15" piped outlet for the wetland area. This
would likely be located at the current field road wetland crossing. It appears that a culvert already
exists here. The size and condition of the existing culvert should be listed on the plans. The
drainage requirements and criteria for the wetland will be further reviewed along with the storm
sewer calculations.
• Storm sewer calculations and rain garden design information should be submitted for review and
approvaL
• If rain gardens are proposed for storm water treatment, maintenance of the proposed rain gardens
should be addressed in the development agreement.
• Existing contours shoultl be shown on Homestead Trail to evaluate any sight distance issues.
• See attached comments from lesse Carlson regarding erosion control.
� See attached comments from John Smyth regarding wetlands.
Utility Pian .
• A profile should be provided for the proposed watermain. A permit for construction across or
under CSAH 6 will be necessary from Hennepin County.
• Extend a 12 inch watermain to the north side of CSAH 6 crossing perpendicular to the centerline.
Transition to an 8 inch with a 12x12 tee. The west leg should indude a 12x8 inch reducer. The
east leg should include a 12x8 reducer, 8 inch gate valve, 8x6 tee with hydrant and gate valve,
and 8 inch plug.
. • Hydrants should be provided at Homestead Trail, on the north side of the CSAH 6 crossing, near
the Lot 2, Lot 3, Block 2 lot line in the cul-de-sac and as determined by the Fire Marshal,
• Additional valves should be placed along the proposed watermain at the following locations;
northwest of the cul-de-sac hydrant and prior to the end of the main at Homestead Trail.
• Water service locations should be shown on the plans.
� The applicant should consider the possibility of backyard pools when locating the septic tanks and
sewer effluent lines in the backyard. The current layout may make the construction of pools
difficult in Lot 1 and 2, Block 2 and Lot 2, Block 1. The applicant should provide easements or
maintenance agreements for the common sewer lines.
General
• Hennepin County should review the plans and approve all proposed grading and utilities within the
right-if-way. Proof of approval should be submitted to the City.
• A permit will be required from the MPCA as the proposed improvements will disturb more than
one acre. A copy of this permit should be provided to the City,
• The Fire Marshal shouid review the plans.
• The final plans should include all applicable City of Orono standard details.
• Once the plans have been completed, we will prepare an estimated cost for the site improvements
as a basis for the necessary financial guarantee.
� �
City of Orono Page 3
Stonegate Farm 10/26/07
, If you have any questions please call me at(651)604-4894.
Yours very truly,
Bonestroo �
� . i ,
Darren Amundsen
Cc: Tom Kellogg
>
1 � �
Memorandum �Bonestroo
To: Darren Amundsen Project: Stonegate Farm Date: 10/29/2007 2335 Highway 36 W
St.Paul,MN 55113
From: Jesse Carlson Client: CItJI Of Of0I10 Te1651-636-4600
Fax 651-636•1311
Re: Development Review File No: 139-07000-1 www.bonesvoo.com
Erosion Control Plan Review:
• Silt fence shall conform to Mn/DOT 2005 Specifications Table 3886-1, Machine Sliced
(City Detail ERO-1). Posts shall be steel T-posts installed at a maximum 6 feet on-center.
Silt fence shall be orange in color to comply with Minnehaha Creek Watershed District
Requirements.
• Install silt fence along the contour on the north side of the site with J-Hooks installed such
that each segment of silt fence will capture no more than 1/4 acre of drainage.
• . Identify methods to protect the rain gardens from the intrusion of sediment,compacfion
and identify the sequencing and stabilization on the erosion control sheets and in the
SWPPP.
• Identify measures used for temporary stabilization such as temporary seed and mulch.
• Modify the rock entrance detail to include filter fabric under the rock as per City Detail
ERO-2.
• Identify measures used for permanent stabilization.All areas with concentrated flow or
slopes 3:1 or greater will need to be stabilized with Mn/DOT Category 3 erosion control
blanket.
• Erosion control measures need to be identified on the plans to address erosion during the
home building phase.
• Complete note 3 on sheet G5.03.
• Identify a concrete washout area and include a detail.
• Provide a femporary sediment basin sized to provide below pipe storage for a 2 year 24
hour storm event on the north side of Lot 1, Block 1 at the low point.
1 1
- PC Exhibit G
The proposed cluster septic system is acceptable to the ISTS Program Manager.
His report will be available at the time of the meeting.
� ,
PC Exhibit H 'i
Memorandum �Bonestroo
To: Evelyn Turner Projecr. Stonegate Farm �ate: 1 1/1/2 O O 7 2335 Highway 36 W
St.Paul,MN 55113
Ftom: lohn Smyth,CWD Client; City or Orono Tel 651-636-4600
Fax 651-636-1311
Re: Wetland Ordinance Review Memo Flle No: 139-07000-1 www.bonestroo.cam
Remarks:
Per section 78-1601 of the Wetland Ordinante the project will require wetiand buffers and
setbacks due this being considered a new development.
Plan Sheet C-4.01 labels the wetland as Wetland A west of the access trai!and culvert and
Wetland B east of the trail and cuivert. 7he applicant shall provide the Ciry a copy of the
approval letter o�notice of decision for the wetiand delineation from the MCWD to verify the
delineated wetland boundaries have been accepted.
The wetland is ciassified as Manage 1 and requires a 35 foot buffer and 20 foot setback.
Currently the plan shows a buffer and setback on the portion of the wetland adjatent to the
homes as shown on the plat. The buffer and setback requirements are required to be around
the entire perimeter of the wetland within the plat and this should be reflected on the next plan
submittal.
Buffer Condition and Requirements
A site evaluation was completed on 1 November 2007 to determine the condition of the �
vegetation in the existing upland buffer. The upland buffer of Wetland A is wooded, old field
and turf grass. The upland buffer of Wetland B is o!d field and turf grass. The old field of
Wetland A and B have invasive species that include reed canary grass and thistle. The old field
and turf grass areas will require supplemental seeding and removal of the invasives to betome
acceptable buffers. The wooded area will need to have the buckthorn removed as well as some
seeding to become acceptable.
The applitant will need to provide a Management/Landscaping plan that includes the fallowing:
1. Method proposed to be used to control buckthorn{MN DNR website source for
options). All buckthorn removal should be done using hand tools as large equipment
can further disrupt the wetland buffer. At a minimum buckthorn 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.
2. Method of establishing native vegetation in turf areas{MN BWSR Web Site—
Publication: "Restoring&Managing Native Wetland and Upland Vegetation" source
for options).
_ _
, �
3. Species propased to be seeded or planted.According to the ordinance Div.3 Sec. 78-
1605(3)the seed mix must contain at least 12 pounds(PLS)per acre of natiae prairie
grass seed and 5 pounds(PLS)per acre of native wildflowe�seed. The grass mixture
must contain a minimum of four species while the wildflower mixture must contain a
minimum of five speties. (MN BWSR Web Site—Publication: °Restoring&Managing
Native Wetland and Upland Vegetatian"source for optionsa.
4. Schedule of activities that are part of the management and maintenance for the
. establishment of vegetation.
Survey Requirements
As mention p�eviously the submitted plan shows a buffer around the wetland adjacent to the
proposed home sites. Ta be in compliance with the submittal requirements of the ordinance
the survey needs to be updated to reflect a 35 foot buffer and 20 foot setback from buffer
around the entire perimeter of#he wetland areas within the plat.
Restriction and Covenant for Wetiand and Buffer � �
Per Section 78-15i 1 of the wetland ordinance the owner shall record restriction and covenants
over the wetland and buffer with the property chain of title. A form with the language for the
. Restriction and Covenants is available from the City.
Wetland Buffer Markers � -
Per Section 78-1612 due to this being a new devefopment the developer must place markers
on the upslope edqe of the buffer edge at least every two hundred feet,subject to City
approval. The developer shall submit a location plan for the signs in hard copy format and a
CAD or GIS(electranic)format in Hennepin County coordinates and wil!use uniform markers
provided by the City. Under the ordinance the City can charge a reasonable cost for the
. markers. � �
Treatment Requirements
Per Section 78-1605 the wetland ordinance requires that phosphorus loadings are limited to
predevelopment loading times 2 or 0.28 Lbs/AdYr. Bounce in the wetland must be maintained
at or below existing conditions plus 4.5 feet.
Currently the raingardens are the primary treatment feature. These are located near the .
wetlands in the buffer. In order to be affective raingardens need ta have 3-foot separation
from groundwater and t�e ability to draw down in 48-hours at a maximum depth of 2-feet.
Due to the position of the raingardens near the wetlands they likely do not have the required
.separation from groundwater. In addition the soil survey indicates Glencoe soils in the area of
�the raingardens which is a silty clay loam soil#hat is very poorly drained. 8oring(s}should be
canducted to determine the best location and appropriate size of the raingardens and confrm
that they will be an affective veatment measure for this area. Soi1 correction may be necessary
to make raingardens affective. lartce Hoff of Bonest�oo will be completing the water quality
and quantity review and should be copied on future submittals,
PageZof3
, �
Recommendations
It is recommended that this application not be approved until issues presented in th�s memo are
addressed. An escrow amount for the buffer will be developed after the landscape and
management plan is submitted.
Page 9of9
� � .
PC Exhibit I
DIVISION 10. PRD PLANNED RESIDENTIAL DISTRICT
Sec. 78-601. Purpose.
This plan is available to land subdividers subject to council approval, as alternative to
standard minimum lot size subdivision of land. The purpose of this plan is to enhance the
appearance of neighborhoods through preservation of natural open spaces,to counteract
the effects of urban congestion and monotony,to provide cohesive structure to
neighborhood design,to offer recreation opportunities close to home, and to aid in
improving the welfaxe in general of city residents.
(Code 1984, § 10.32(1)) �
Sec. 78-602. Submission of plans.
Landowners may submit land subdivision plans for any R district without adherence to
minimum lot size requirements for each building lot,provided that the total number of
building lots or dwelling units sha11 not exceed the number of such lots or units
permissible under the minimum lot size requirements of the zoning district or districts in
which such land is situated.
(Code 1984, § 10.32(2))
Sec. 78-603. Council discretion.
Dwelling units permitted may be, at the discretion of the council and subject to the
. conditions set forth by the council, in detached, attached or multiple-family dwelling
structures, subject to the limitations provided for in each zoning district.
(Code 1984, § 10.32(3))
Sec. 78-604. Open space.
The dedication, ownership,use and maintenance of open spaces created by the
application of a planned residential development shall be subject to conditions deemed
necessary by the council to assure the preservation of such open spaces for their intended
purposes.
(Code 1984, § 10.32(4))
Sec. 78-605. Dedication of open space.
The dedication and ownership of the open spaces referred to in section 78-604 may be
through:
(1) Homeowners' association; �
(2) Landlord maintenance;
(3) Special service district;
(4) Municipal ownership; or
(5) Any other method deemed appropriate by the council to accomplish the purposes of
this plan.
(Code 1984, § 10.32(5))
Sec. 78-606. Site plan.
The proposed site plan, including location, spacing and basic design of proposed
buildings, street and parking plans, water and sewer(public or private)plans, and plans
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of open space available for park or recreational purposes shall be submitted for approval
by the planning commission and the council.
(Code 1984, § 10.32(6))
Sec. 78-607. Hearings.
The council may direct that a public hearing be held to review plans governed by this
division.
(Code 1984, § 10.32(7))
Sec. 78-608. Final approval.
Final approval of plans governed by this division shall not be granted until all conditions
set by the council are met, and, further,the council shall not approve any such planned
residential development prior to the legally binding establishment of the open space
dedication, ownership and maintenance provisions, such provisions to be guaranteed by
bonding or other means satisfactory to the council.
(Code 1984, § 10.32(8))
Sec. 78-609. Subdivision requirements.
All provisions of subdivision procedure established by chapter 82, except as modified in
this division, sha11 govern applications under this plan.
(Code 1984, § 10.32(9)) �
S . .
ecs. 78-610--78-620. Reserved.
. �. .
PC Exhibit J
Executive Summary
Overview
Throughout its history, the City of Orono has identified the protection and enhancement
of the environmental health of Lake Minnetonka as its primary goal. Secondary, but
closely related goals supported pioneering efforts to manage hard cover and maintain the
rural character of the community. As the Twin Cities Metropolitan Area continues to
grow, Orono has recognized the need to strategically intensify its efforts to protect these �
values. Beginning in August 2004, the city initiated the "Rural Oasis Project." This
project represents the city's innovative approach to maintain and enhance both its
ecological health and rural aesthetic, while accommodating development.
There are many good examples of communities who have successfully pursued studies to
promote community aesthetics. There are a growing number of communities that have
embraced conservation design principles and both of these important .community
objectives have been implemented through ordinances, guidelines and other tools. The
Orono approach is unique first in its recognition of the fact that these two objectives are
inextricably linked, and second in the manner in which the implementation of its plan
coordinates, ecological and aesthetic requirements.
These guidelines encourage the use of Conservation Design to conserve and enhance
aesthetic and ecological elements of the landscape. At the beginning of the project, a
visual preference survey was conducted to identify the positive and negative effects of
development in Orono. Simultaneously, Minnesota Land Cover Classification System
(MLCCS) data and ecological fieldwork were compiled to produce a natural resources
inventory for potential development sites within Orono. These aesthetic and ecological
components were then combined to ensure that the resulting development guidelines
would address both natural resource conservation and scenic value protection.
At the end of the Rural Oasis process, the City of Orono determined that the approach
used in the project would mitigate the impacts of growth, while improving the rural
character and environmental health of the community and its environs. The purpose of
this Comprehensive Plan Amendment(CPA) is to:
(1) describe the Rural Oasis process and findings,
(2) establish Goals and Guiding Principles, as official city policy to guide future
development,
(3) explain and illustrate the desired results of suggested design standards when
applied to potential development sites,
(4) provide procedures and ordinances to implement the Guiding Principles in the
City of Orono.
The adoption of this amendment will be the first step in establishing a set of Community
Design Standards to achieve the desired outcomes of Orono's Rural Oasis initiative.
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Defmihons
Several terms relating to Conservation Design and ecological fieldwork will be used,
throughout this document. The following definitions are provided to promote
understanding.
Conservation Desi�n: A two-phased approach to design and development that
maintains or improves ecological assets,provides
� infrastructure that works with the land, and incorporates
peoples' instinctive desire to experience nature. Some
� Conservation Design strategies include: identifying and
avoiding sensitive,natural features,planning roads along
contours, allowing lots to border natural open space, .
integrating ecoiogical stormwater management,using smaller
lots, and educating developer and buyers about the ecological
. values of the landscape. The first phase entails an inventory
and analysis of the potential development sites natural
features, existing land uses, and wetland delineation. The
. second phase entails analyzing the design implications of the
findings from the initial phase, alternative stormwater design,
. . and a conceptual design for road and lot layouts.
Minnesota Land Cover The Minnesota Land Cover Classification System (MLCCS)
Classi cation Svstem displays data on natural/semi-natural and cultural cover types
at the highest level of classification. The next four levels of
MLCCS : classification each reveal further specifications such as plant
types, soil hydrology, impervious surfaces and plant species.
Using MLCCS data is the first step in producing a natural
resource inventory of a development site. .
Ecolo_gical. eldwork: The on-site work of an ecologist to deternune the types of
conditions of natural resources in a specific area.
Ecolo,gical character: Elements of the natural landscape unique to the City of
. � Orono, Lake Minnetonka, and its environs -including
wetlands,native vegetation, topography, etc.
Ecolog�ical communities: Natural and semi-natural areas that provide a variable degree
of wildlife habitat and ecological services/functions based on
tlieir species composition, vegetation structure;and level of
disturbance.
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Ecolog�ical connections: Natural and semi-natural corridors that can provide wildlife
habitat connections for animal travel and seed dispersal,
natural stormwater conveyance and management services, and
opportunities for trails and other passive recreation.
Aesthetic character: Elements of the Orono landscape affiliated with natural areas,
rural land uses, and historic landmarks.
� Corridor enclosure: The nature, appearance and relative degrees of screening
provided by roadside vegetation.
' Rural Oasis Project
Background
The City of Orono is blessed with more Lake Minnetonka lakeshore than any other
community. The residents and elected officials of Orono have long recognized this
� important asset, and have a history of working to maintain lake quality through, .
primarily, the strict control of"hardcover." Hardcover, is considered to be all impervious� �
surfaces (driveways, sport courts,rooftops), which rush water toward the lake without the
benefits of infiltration. Historically, Orono has regulated hardcover by preserving most of
its land axea in large-lot 2- and 5-acre zoning districts. More recently, however, the city
has guided certain areas toward higher densities, opening the door for a variety of new
possibilities—both positive and negative. .
On the positive side, Orono can now consider working with developers toward
"conservation development," which can have benefits for Lake Minnetonka beyond
merely the reduction of hardcover. On the negative side, higher densities can be a threat
to both the ecological (large wetlands, Lake Minnetonka water quality) and aesthetic
(pastureland, landmarks, views) character of the city as a whole. With proper planning
however, the negative effects can be successfully mitigated and the ecological health of
the community can actually be improved.
In late 2004, the City of Orono placed a moratorium on development within the city, and
hired Dalhgren, Shardlow, and Uban, Inc. (DSU), to lead a process to determine and
develop strategies to protect the aesthetic and ecological character of Orono in the face of
new development pressures. DSU's planners and landscape architects, along with
ecologists from Applied Ecological Services, Inc. (AES), facilitated two evening
meetings with city staff and elected and appointed officials, evaluated specific "rural
corridors" to discover, analyze, and define aspects of rural character in the city,
performed ecological assessments, and produced generalized concept development
schemes for three pilot sites. Through this process, Orono city leaders were challenged to
carefully examine what makes their city special, and the DSU team provided guidance on
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how to conserve and protect these unique attributes through changes to the city's
comprehensive plan, zoning ordinance, and public education.
Process
Phase I—Identifying%y Issues
The first major task of the project involved identifying the key attributes of the Orono
landscape that axe affiliated with the community's rural character and potentially affected
by growth. .
First meeting, August 10, 2004: At this workshop city council members provided
responses to a c�u�est�onnaire� prepared by pthe cons ltants�Tlu�ose o th�
.�- �,��,�r��R�,
�questionnaire was;to idenhfy and prior�tize the comrriunity assets that these policy°makers
�wanted to protect and'reachy,consensus�'abouts�e 'adv,,,�,,erse`effects�'of d,evelopment�;t�iati
threaten•.th,�e�image and'�character tliey suppoi'f�. These questionnaires were tabulated and
presented to the council and thNe subsequent discussion guided the direction of the
remainder of the study.
Visual Preference Surve��ust, 2004: Orono city officials were given disposable
cameras and instructed to take photographs of I mages and elements that they want to
maintain and those that captured features and characteristics they did not want to see in
� the city. Each participant used one camera for positive photos and another for negative.
The cameras were returned to the consultant, who developed, compiled, and arranged the
images for presentation and discussion.
The above steps were essential in establishing a framework for the analysis, concept
. �development schemes, and design standards described in this CPA and related
documents.
Phase II—Analysis
By combining the comments from the workshop, results of the visual preference survey,
MLCCS data, and ecological fieldwork, the consultants were able to establish a
methodology for analyzing the Orono landscape. The second phase of the Rural Oasis
project entailed an aesthetic and ecological analysis of significant undeveloped parcels in
the city. The analysis focused on 3 potential development sites and 10 important roadway
corridors that were selected by city staff.
Second Meetin�, January 12, 2005: City Council members, Planning Commission
members, parks and Recreation Commission members, and city staff attended a
workshop that covered the following topics:
:• A discussion of the background and purpose of the study.
• A summary of the study process for the Rural Oasis Proj ect.
• A presentation of the Minnesota Land Cover Classification System (MLCCS) as
it applies to Orono, in order to establish a baseline�ecology for the city and
execute an ecological analysis.
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� An overview of the principles of Conservation Design, in order to describe an
� ecologically sound alternative to traditional large-lot zoning. .
• Presentation of an analysis of the relative rural aesthetic character of 10 corridors.
(See CPA Figure 1). Analysis included examination of these factors:
o Adjacent land uses
o Corridor enclosure: open, varied, edged, tunneled
o Landmarks and unique, character-giving spots
. • A detailed ecological analysis of 3 pilot sites within the community, selected from
a group of potential development sites (See CPA Figure 6).
• Presentation of visual preference photos taken by city officials, residents, and
staff grouped into categories by the consultant.
• Open discussion of all items.presented.
The assessment of the aesthetic and ecological features of potential development sites
served as the initial step in applying Conservation Design techniques to areas in the City
of Orono.
Phase III—Development Concepts
In the third phase of the Rural Oasis Project, Conservation Design strategies were applied
to the candidate development sites in order to propose new and infill developmenY that � �
would protect the resources assessed in Phase II of the project. The sites and
considerations mentioned below are further discussed under Development Concepts. �
'I'hird Meetin�, February 10 2005: The city council, planning commission and staff
attended another workshop facilitated by the consultants. The focus of this workshop was �
on the development concepts prepared for the 3 pilot sites (See Figure 2) and covered the
following topics:
• �A review of the project process and purpose.
• A discussion and review of what was shared at the previous meeting.
• An aesthetic/ecological analysis of each pilot site, considering the following
items:
. o Ecological "off-limits" areas
o Ecological opportunities
o Ecological possibilities
o Major connections
o Locallandmarks
o Existing land uses
o Site edge character
o Key view
o Critical issues and developable areas
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[what is the difference between an ecological opportunity and a possibility? Sounds like
designerese to me]
• Presentation and discussion of concept development plans for each pilot site.
� A brief discussion of the comprehensive plan, zoning code, and subdivision
ordinance, and how findings from the Rural Oasis Project can be incorporated
into them.
This phase both summarized and applied the intentions of the Rural Oasis Project,
allowing for the implementation of the aesthetic and ecological approach to future
development in Orono. .
Phase IV—Implementation and Design Standards
The first three phases of the Rural Oasis process indicate that the City of Orono can
ensure the protection of its rural character and environmental health through
Conservation Design strategies. To do so, the project's objectives must be officially
: incorporated into adopted city policy, and be implemented through the adoption and
enforcement of appropriate ordinances.
Implementation Workshop, Februarv 24, 2005: The consultants met with City
Administrator Ron Moorse and Planning Director Mike Gaffron to discuss alternative; •
ways to implement the study. The ways in which these approaches would affect the city's
plans and ordinances were reviewed and evaluated.
From Phase III it was determined that the first step in implementing the approach used in
� the Rural Oasis Project was to develop an amendment to the city's comprehensive plan.
This CPA promotes the process of the Rura1 Oasis Project by applying it to future
development in the City of Orono.
Goals and Guiding Principles
Maintaining the rural character and environmental health valued by Orono residents
requires the establishment of goals and guidelines and the enforcement of procedures and
standards that will reinforce existing community ideology and incorporate newer methods
introduced by the Rural Oasis Project. These goals and guidelines are compatible with the
goals in the city's current comprehensive plan (Community Management Plan,
September 2000). �
Goals
The purpose of modifying the existing comprehensive plan is to make certain that the
document requires future development to achieve the following goals:
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� Goal#1: To promote the conservation and enhancement of the quality of
surface water and wetlands throughout the city, particularly Lake
Minnetonka.
This goal reflects the intentions of the first goal in the city's
comprehensive plan and reaffirms the city's long time commitment to �
protect Lake Minnetonka, its water quality, and its recreational assets.
Goal#2: To ensure the preservation and enhancement of the existing "rural
character" of the city.
This goal will ensure that the aesthetic elements valued by Orono residents
and identified in the Rural Oasis Project will be maintained and improved.
Guiding Principles
In order to guarantee that future development will achieve the above goals, it is necessary
to implement a set of"Guiding Principles" for development in the City of Orono. The
Rural Oasis Project identified 6 factors that contribute significantly to the success of the
above 2 goals. Therefore, it is imperative to provide a plan that will emphasize and
implement these factors through the following Guiding Principles:
Guiding Principle#1: Promote ecologically sensitive stormwater management.
Applying an ecologically-based stormwater management
system will improve ecosystems by reducing both reliance
on manmade infrastructure and reducing downstream
runoff of contaminants.
Guidin�Princiale#2: Establish and maintain native ecological communities.
. Conserving and improving natural and semi-natural areas
will provide wildlife habitat and support natural ecological
functions (i.e. drainage, filtering,buffering, etc).
Guiding Principle#3: Establish and maintain ecological connections.
Creating ecological connections will enhance stormwater
collection and conveyance, promote ecological and wildlife
corridors, and provide recreational opporhuiities for
residents.
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Guidin�Princinle#4: Preserve and augment corridor enclosure.
Maintaining and improving the extent of roadway corridor
enclosures will promote community aesthetics associated
with the city's rural character.
Guidin�Princinle#5: Preserve views.
Mitigating the visual impacts of development. will also
preserve the aesthetic elements of the landscape.
Guiding Principle #6: Preserve and maintain landmarks and unique points of
local character.
Preserving distinct cultural features will maintain a familiar
sense of place in the community.
Development Concepts
The Development Concepts presented by consultants at the third workshop serve as case .
studies for a new method of designing and reviewing development in the City of Orono;
based on the techniques of Conservation Design. This method was developed in the Rural
Oasis Project and applied to potential development sites within the city. In general, the
� two-part process first considers the water quality, adjacent corridor character, views, and
housing types/character of a potential development site. Next, a concept design is created
specifically for the site based on the findings of the initial analysis and the Guiding
Principles established above. Analysis of the development site entails the assessment of
both its ecological and aesthetic resources, which will be described in detail throughout
the following paragraphs. An integral component of this method was the examination of
the edges of the sites, which greatly influence the character of roadway corridors
throughout the city.
Corridor Study
� To ensure that Goal#2, promoting the rural character of Orono, is effectively achieved in
new development, it was necessary to determine what elements of the landscape define
rural character in Orono. This was done by analyzing areas that had been identified as
being rural.. In the second phase of the Rural Oasis Project, city staff selected 10
corridors in the city as examples of Orono's rural character (CPA Figure 1). For the
purposes of this CPA, it is not necessary to review each of the 10 corridors analyzed in
the Rural Oasis Project. It is important to provide a comprehensive understanding of the
methods and conclusions of the corridor analysis. To do this, the following four corridors
have been chosen as case studies:
• County Road 6 West(Brown Road to Highway 12)
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• Watertown Road(Willow Drive to the city's western boundary)
• Fox Street(Leaf Street to Orono Orchard Road)
• North Shore Drive (County Road 15 to the Noerenberg Channel)
To better understand and articulate the rural attributes of these corridors, the consultants
examined factors that contribute to the character of a roadway including adjacent land
uses, positive and negative views, and corridor enclosure. A graphic representation of
each corridor was created to show these enclosures, uses and views, as well as any
landmarks or unique character giving spots. Traffic levels and the undulation of the road
. were also noted in the study. These graphics and corresponding keys are included in each
case study discussion.' �
Further definitions will also be helpful in understanding this portion of the Rural Oasis
Project. In particular, focus was given to the following types of corridor enclosures:
Open enclosure: Long views beyond the right-of-way, no
real sense of corridor enclosure.
Ed,�ed enclosure: Solid wall of vegetation along roadside,
views focused along corridor. .
Tunneled enclosure: Vegetation begins to completely enclose
roadway, above and sides, creating a"small
� scale"roadway experience.
Varied enclosure: Enclosure changes rapidly along corridor,
short stretches of open, edged, and
tunneled corridor.
Views were also categorized as positive and negative in the study. Because the purpose
was to identify components of rural character, rural and historical uses were given a
positive connotation. This is summarized as follows:
� Positive views: Views of natural areas,water bodies, �
established parks,wetlands,rural land uses.
Negative views: Views of structures,particularly residential,
institutional, and commercial and industrial
uses.
Case Study#l: County Road 6 West—Open Enclosure Corridor
County Road 6 West (CR6), between Brown Road and Highway 12, was chosen as a
study corridor with predominantly open enclosure (See CPA Figure 1, Comdor B). The
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graphic and images on CPA Figure 2 show both the character of the corridor and the
� consultants' assessment of its attributes.
The corridor analysis of CR6 revealed that because open enclosure�provides long views
beyond the right-of-way, the rural feel of an open enclosure is tied to views of natu'ral
landscapes and amenities. Examples of these types of views along CR6 include views of �
� Baker Park Natural Area and a hilly pasture, both along the north side of the road. From
the analysis of the CR6 corridor and other corridors in the Corridor Study, it can be
concluded that threats to�this type of rural charact�r along corridors with open enclosure
include views of"non-rural" land uses such as new residential and industrial structures.
Examples of these threats in the CR6 corridor include views of unscreened residential
areas south of the road, between Old Crystal Bay Road and Brown Road North. Another
threat to rural character in open enclosure corridors is the degradation of natural
viewsheds. As development occurs, views of natural areas can be obstructed or altered, as
can the quality of the natural area itself. Considering this threat, one area of concern in
the CR6 corridor would be the views and quality of Lake Classen, across CR6 from
Baker Park.
While analyzing open enclosure corridors for the Corridor Study, it was determined that
threats to rural character in the face of development can be remedied by specific
ecological and development measures. One measure is the screening of non-rural uses to
avoid negative views, which can be done with berming, landscaping; and planting
techniques. Zoning standards can be implemented to ensure the use of these techniques in
new development, as well as promoting development patterns that are complimentary to
the maintenance of desired corridor character. The preservation and enhancement of
natural viewsheds can also be implemented to mitigate the degradation of viewsheds such
as Lake Classen.
Case Study#2: Watertown Road—Edged Enclosure Corridor
Between Willow Drive and the city's western boundary, Water Town Road is an example
of an edged enclosure (See CPA Figure 1, Corridor E). The graphic and images on CPA
Figure 3 show both the character of the corridor and the consultants' assessment of its
attributes. .
Watertown Road undulates both up and down through this moderately trafficked corridor,
allowing for key rural views of a varied landscape of pastures, small single family homes,
and woods. There are several negative views along the corridor where edged enclosure
gives way to varied or open enclosure. These views include unscreened residential east of
Leaf Street to the north of Watertown Road and residential areas with visible parking lots
between CR6 and the city's western boundary. Screening techniques and zoning
standards discussed in Case Study#1 can be used to remedy such views. In the context of
the Watertown Road comdor it is important to note the value of edged enclosure for
maintaining rural character and positive views. The existence of edged enclosure along
key places of road mitigates the visual impacts of development on the rural character of
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the area. These instances occur around the intersections of Leaf Street and Watertown
Road and Willow Drive and Watertown Road,where residential land uses are prevalent.
Threats to such edged enclosure include the degradation of quality and the removal of
vegetative buffering along roadsides. These impacts can be seen in areas where the edged �
enclosure along Watertown Road give way to the more spotted vegetation associated with
varied or open enclosures (i.e., between Willow Drive and Leaf Street). Promoting
preservation and enhancement of roadside vegetative buffers will help maintain the rural
. character contributed by edged enclosure. Corridor guidelines could be implemented to
ensure that development adjacent to roadsides will maintain and preserve these buffers.
Case Study#3:Fox Street—Tunneled Enclosure
Fox Street, between Leaf Street and Orono Orchard Road, has predominantly tunneled
enclosure (See CPA Figure 1, Corridor H). CPA Figure 4 depicts the street's rural
residential feel and indicates the consultant's analysis of its attributes.
Though development along the corridor consists of a variety of housing types, the
forested road edge screens these views and creates an enclosed, narrow corridor.
Attributes associated with positive views such as wetlands anii landmarks are visible
through the�tunneled�edges around the intersections of Willow Drive and Fox Street and
Brown Road South and Fox Street where there are wetlands, and at the intersection of
Old Crystal Bay Road and Fox Street where there is an old church. The rural residential�
feel of the Fox Street corridor is susceptible to the same threats edged enclosure. If the
roadside vegetation is removed, the tunnel enclosure will be lost and negative views of
non-rural land uses would appear. Prevention measures, similar to those described in
Case Study #2, could be implemented to preserve and enhance the vegetative buffers
associated with tunnel enclosure.
Case Study#4:North Shore Drive— Varied Enclosure
From County Road 15 to the Noerenberg Channel, the North Shore Drive corridor �
alternates between open to edged to tunneled and varied enclosures. Its enclosure is
predominantly varied. The images and graphics on CPA Figure 5 depict this changing �
landscape and highlight its rural attributes. ,
Views from the corridor are predominantly positive. Residential neighborhoods near the
intersection of Brown Road and North Shore Drive are screened by varied and edged
enclosures. Pastoral and natural views contribute to a natural feel along the corridor and
include views of the Noerenberg Gardens, undeveloped land between Old Crystal Bay
Road North and the Noerenberg Channel, wetlands northeast of Old Crystal Bay Road,
open pasture land, and Smith, Maxwell, and Crystal Bays.
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Because varied enclosure is a combination of the enclosures discussed in Case Studies
#1, #2, and #3, impacts from development on varied enclosure are similar to those
discussed above. In particulaz, areas of open enclosure may provide unwanted views of
new residential and industrial/commercial land uses. Other areas, where the enclosure is
edged or tunneled, may suffer from degradation of vegetation quality. To mitigate such �
threats, varied enclosure requires the combination of standards to require the screening
of non-rural uses where necessary and preserve and enhance roadside vegetation.
• Corridor Study Conclusions . .. . - _ . . .
Analyzing the characteristics of 10 corridors allowed the consultants to determine the
essential attributes and potential threats to the rural character in the City of Orono. A
general assessment of the Corridor Study revealed that views from the road, types of
roadside development, and corridor enclosure are the most important factors in
determining the rural character of a corridor. Through this process, threats to rural
character (specifically to enclosure) were identified. These threats (discussed in Case
Studies#1 -#4) include: :
• Views of"non-rural"land uses: (i.e. new residential, industrial, commercial).
• Degradation of natural viewsheds.
• Low quality roadside vegetation. , _
• Removal of vegetative buffers and roadside vegetation.
The Corridor Study also provided initial mitigation strategies to counteract the effects of
the above threats and to promote the objectives of Goal #2, the preservation of the city's
ntral character. These remedies include: �
• Preservation/enhancement of riatural viewsheds.
� Screening of non-rural land uses.
• Land use controls to ensure development placement or screening.
• Corridor guidelines to preserve and enhance vegetation.
• Preservation/enhancement of vegetative buffers.
• Corridor guidelines to ensure that adjacent development preserves key buffers.
Development Site Analysis and Concept Site Design
To promote development that will fulfill both Goals #1 and #2 by retaining and
improving the rural and environmental identity of Orono, it is�important to assess
potential development in an aesthetic and ecological context. The Corridor Study
established a surveying technique for aesthetic resources in the community, particularly
in regards to rural character. Next, it was important to incorporate ecological factors
related to the environmental health of the community into the analysis. A comprehensive
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site analysis was conducted at potential areas of development throughout the city using
MLCCS data�and fieldwork. Three potential sites for development were chosen:
• County Road 6 at Old Crystal Bay Road
• (Old)Highway 12 at Old Crystal Bay Road
• East Hackberry Site—Willow Drive north of Watertown Road
In each area the following factors were analyzed:
• Ecological "off-limits"areas -
• Ecological opportunities
• Ecological possibilities (difference?)
• Major connections
• Locallandmarks
• Existing land uses
• Site edge character(corridor enclosure)
• Key view
• Critical issues (Preservation and augrnentation of views, natural areas, corridor
edges)
• Developable areas � �
The site analysis serves as the first phase of development in the Rural Oasis project. By
examining the above issues, the analysis identifies both the existing ecological and
aesthetic conditions and further opportunities for their conservation arid improvement.
This inventory is then used to create development concept designs appropriate for the
character of each site. The analysis provides groundwork for implementing development
standards and procedures that promote the goals of the city outlined earlier.
Because this portion of the Rural Oasis Project is intended to set a standard process for
new development in the City of Orono, it is important to show how site analysis and
concept design was applied to the three development sites. The following paragraphs.
describe, in detail, how the ecological and aesthetic analysis was conducted and how the
Guiding Principles were implemented for each potential development site.
Development Site #I—County Road 6 at Old Crystal Bay Road
A parcel along County Road 6, east of the Homestead Trail, provides an excellent
example of developable property with opportunities for promoting the rural character and
environmental health of the city (See CPA Figure 6, 7). Using MLCCS data and an
ecologist's field assessment, existing ecological factors were identified and assessed
within the boundaries of the site (CPA Figure 8). These factors included the "off-limits"
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wetland area and corresponding natural drainage functions and ecological coruiections
following the dra.inage ways east to Baker Park Natural Area and west to Wolsfeld
Woods. Views and corridor enclosures were examined to assess the aesthetic resources of
the development site. Edged enclosure is predominant on the western and southern edges
of the site, with a section of varied enclosure along Homestead Trail. Views of pasture�
land and a wooded hillside can be seen from the southern portion of the site along County
Road 6.
With the existing conditions.established, the consultants went on:to analyze opportunities
for the preservation and enhancement of these ecological and scenic features. By
examining areas of ecological opportunities such as existing drainageways from the
wetland, development can be designed to augment these functions. Ecological
possibilities at the site include low-lying areas south of the wetland that can be used for
natural storm water management areas. Critical areas were also identified to highlight
existing conditions to be considered for maintenance and improvement in future
development. These areas at the County Road 6 site include the existing medium quality
woodland in the southwest corner of the property, views of pastures, and the screening
functions of edged corridor enclosure and a wooded hillside on the east side of the
existing wetland.
The development concept shown on CPA Figure 9 shows how the ecological and
aesthetic analysis can be incorporated in site designs for new development. The design
uses spaces identified as "developable areas" in the site analysis. Within these areas,
Gonservation Design techniques and the Guiding Principles are applied to create a
cohesive and ecologically sound plan. Key features of the concept design are: the '
utilization of the low lying areas for natural and ecologically sound stormwater drainage
areas, the enhancement and improvement of drainage ways as ecological connections for
wildlife and plant species, and the augmentation of existing medium quality woodlands to
both improve habitat and provide screening against bad views, the treatment of the
wetland as an "off limits" area, and the preservation of the vegetative buffer of the edged
corridor. These features directly reflect the Guiding Principles and consequently the
intentions of the goals described in this CPA.
Development Site #2—(Old)Highway I2 at Old Crystal Bay Road
Development Site #2 is located between Old Highway 12 and New Highway 12, west of
Old Crystal Bay Road (See CPA Figure 6, 10). An ecological assessment of the site
revealed that there are two "off-limits" areas on the site: there are two existing wetlands,
one of low quality, with general water flow between them. This existing drainage
provides an ecological opporhanity while low-lying areas around the existing wetlands
provide stormwater management potential or ecological possibilities. The larger, existing
wetland in the western half of the site provides connections to Lake Klassen and Baker
Park to the north and to a wetland complex to the east.
At this site, consideration of existing land uses and landmarks is imperative to
development plans (CPA Figure 11). Any concept design must incorporate the existing
City of Orono DSU, Inc
Draft CPA 14 . August, 2005
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. orchard/farm market and residences in the north and southeast corners of the site.
Existing aesthetic conditions include varied enclosure along Old Highway 12 and edged
enclosure along the southern boundary of the site. There are also three predominant views
— one negative and two positive. The negative view is of an unkempt pasture from Old
. Crystal Bay Road, just east of the smaller, low quality wetland. The two positive views
are of the eastern edge of the larger wetland which is semi-wooded and of the wetland
complex that continues beyond the sites western border.
Views of the semi-wooded land; the unkempt pasture, and existing land uses were
� deemed critical areas within the site. With the large wetland to the west, it was
determined that the eastern portion of the site was predominantly developable, excluding
the critical areas. A concept design was created for the site to incorporate critical areas
and utilize developable space (CPA Figure 12). Key points of the design include a 291ot,
community-style development with trails, open space, and water amenities. The design
follows the Guiding Principles discussed earlier by utilizing existing low areas for natural
stormwater management and enhancing the drainage way to promote ecological
connections and natural drainage. Viewsheds are preserved and enhanced in the design,
which creates edge enclosure to block negative views of the unkempt pasture and
preserves the vegetative buffer on the southern edge of the property. The design also
indicates the establishment and restoration of prairie communities near the orchard and
augtnents the wet area containing the low qixality wetland.
Development Site #3—East Hackberry Site (Willow Drive north of Watertown Road)
Because the East Hackberry Site is predominantly developed, it provides a unique
challenge to Conservation Design development (See CPA Figure 6, 13). Existing land
.uses, including a fire station, several residences, and a church and Glendale Drive limit
the developable area. As a result, any plans for the site must use infill development to
promote the city's goals throughout the area. The only ecological "off-limit" areas are a
wet meadow along the western edge of the site and two drainages crossing the middle of
the site. As seen in previous development site analyses, these drainages provide
ecological opportunities for natural stormwater management. The fringes of a wetland
and some low lying areas present ecological possibilities for stormwater management as
well. Other ecological possibilities include the augmentation of two isolated patches of
degraded forest. (CPA Figure 14)
Corridor enclosure is affiliated with both the site edges and the Glendale Drive corridor
within the site. Varied enclosure shields the residences along Willow Drive and
Watertown road and edged enclosure is found on the north side of Glendale Drive and a
small section of Willow Drive. The one notable view is that of a forested edge flanking
residential development in the southeast corner of the site. Because the site is
predominantly built out, potential areas for development are smaller and more isolated
than in the previous two sites. Some portions of this developable area must be considered .
critical areas because of the visual impact of street front homes and the questionable
nature of the land next to the fire station.
City of Orono DSU, Inc
Draft CPA 15 August, 2005
,. �
Because of the existing development conditions, the concept design for the East
Hackberry Site is a compromise between Conservation Design measures and existing
buildings and infrastructure (CPA Figure 15). Lots are laid out adjacent to existing
residential areas, with similar lot sizes. The plan utilizes the existing swales and
� stormwater cells near the fire station for stormwater management, as well`-`'as
incorporating the wet meadow and adjacent drainageway for more natural techniques.
Buffers axe also maintained along Glendale Drive and added along Willow Drive.
Development Site Analysis and Concept Design Conclusions
The highlighted corridor case studies and concept designs illustrate how the goals and
guidelines outlined in this CPA can be implemented in future development in the City of
Orono. The methods that were developed and applied in the Rural Oasis Project display
how future development in Orono can be planned to both protect and promote the city's
environmental health and rural character. These techniques first require the completion of
an aesthetic and ecological site analysis to identify existing conditions to consider while
developing, as well as opportunities for the improvement of the natural landscape and site
character. Further development planning can then start, giving strong consideration to the
findings of the initial phase of the process and the Guiding Principles for development.
Implementation Plan
An implementation plan is necessary to ensure that future development in Orono adheres
to the Guiding Principles discovered arid applied throughout the Rural Oasis Project.
� Through the use of city regulations and additional resources, this plan will ensure the
preservation of both the ecological quality of Orono's lakes, wetlands, and other open
spaces and the scenic value of the entire landscape. The plan includes the following steps:
1. Establishing a Public Purpose,Amend the Comprehensive Plan
This will establish a statement that accurately represents the findings from the
Rural Oasis Project and provides the foundation for zoning standards. It will
support each of the main points/development guidelines of the Rural Oasis Project
and will become an official amendment to the Orono Comprehensive Plan..
2. Adopt a Zoning Ordinance Amendment
The Zoning Ordinance will be modified to address the new development goals
outlined above. Provisions to be included in this amendment will be a Master
Planning requirement andthe incorporation of incentives through the potential
modification of the base density and the provision of density bonuses in the R-1
District and the R-2 District. •
3. Create a Master Planning Requirement
A Master Planning requirement will be incorporated into the zoning ordinance
amendment and require any subdivision or development greater than 5 acres or
City of Orono DSU, Inc
Draft CPA 16 August, 2005
1 f -
guided for urban density to follow the parameters of the Conservation Design
Ordinance.
4. Establish a Conservation Design Ordinance
The Conservation Design Ordinance will establish application requirements and
. procedures for all new development described by the Master Planning
requirement. This process will ensure that potential development is analyzed and
planned according to the methods and Guiding Principles described in this CPA.
The Conservation Design Ordinance will also promote the preservation .and
improvement of the landscape by establishing basic ecological and scenic
standards for development. An important component of the ordinance will include
design techniques above and beyond the basic Conservation Design requirements.
If developers incorporate these performance/bonus requirements into
development, they will have the opportunity to increase the base density in the
urban density areas.
5. Applications and Procedures
In order to promote the ecological and scenic goals of the city, new development
must follow procedures that will consider the objectives of the Guiding Principles
and the standaxds contained in the Conservation Design Ordinance. The following
procedures will be required of any developer proposing plans that qualify under
the Master Planning requirement:
• Review and respond to the Orono Natural Resource Svstems Master Plan
This Master Plan (CPA Figure 16) was prepared by an ecologist to display
the ecological connections within and beyond the city Orono. The plan is
designed to be used as a reference by sudividers and developers to initiate
an ecological survey of potential development sites.
• If, the site exists adjacent to a documented corridor in the Rural Oasis
� � Project, review and respond to the existin��
• If, the site is not adjacent to a documented corridor, prepare a similar
analysis and submit it to the citv for review.
This analysis should include the documentation of views, corridor
enclosure, and landmarks through a plan analysis and photographs.
• Pav a standard, on ssibl�per-acre, fee allowin tg he citv to hire a consultant
to�repare an ecolo�ical site analvsis.
• Submit a natural resources inventorv of the site, including a tree surve�
wetland inventorv and delineation, and a survev of existin draina�
atterns.
6. Preserve Open Land through Assurances
City of Orono DSU, Inc
Draft CPA . 17 August, 2005
� �.
The completion of the above process not only highlights developable areas, but
also reveals areas of development sites that should be left as open land for
ecological benefits such as corridors, connections, and drainages. It is important
to ensure that these open lands are preserved as Orono grows and develops in the
far future. Assurances such as conservation easements and deed restrictions:could
be used to secure. the status of these spaces. Transfer of ownership from the
developer to agencies such as the Minnesota Land Trust, the Nature Conservancy
(in the interest of rare and significant ecological features) or to the city through
dedication are also measures to ensure the preservation of these open lands.
7. Provide Public Education
There are many resources available for Orono residents who wish to improve the
ecological health and scenic character of their own lots using Conservation
� Design techniques. The following resources can be accessed through the internet,
local libraries, or City Hall:
Forthcoming — resources for Rain Gardens, Native Landscaping, Conser-vation
Design, DNR, others?
City of Orono DSU, Inc
Draft CPA 18 August, 2005
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To: Chair Kempf and Planning Commission Members
Ron Moorse, City Administrator
From: Evelyn Turner, City Planner
Date: November 19, 2007
Subject: #07-3333 Vogue ICF Homes, Inc. on behalf of William and Susan Dunkley,
2709 Walters Port Lane
- Comments Received for Public Hearing
-----------------------------------------------------------------------------------
A. Letter from Catherine and Gordon Meagher, 2720 Kelly Avenue, attached as well as
my response to some of their questions.
- � B. Phone call received today from Andy McDermott, 2702Walters Port Lane. Mr.
McDermott gave me permission to quote him as saying "The repair of the seawall is a
good thing and should be approved."
,
�
2720 I�.elly Avenue
Excelsior NIN 55331 ��CE/��D
November 12, 2007
NOV � 310p�
Planning Cammission C,��F�R�NO
City of�rono
2754 Kelley Parkway
PO Box 66
Crystat Bay MN 55323
RE; Land tJse Application#07-3333
"conditional us�permit to repair the existing seawall along either side of the inlet to Walters Port
Cove" �
We did not receive the Laker until Sunday,November 11. There is no post offiae deIivery November
12, so even though my letter will not reach you by November 13�'I hope you will still give
consideration to same of these questions when discussing the application for the above referenced
permit.
Is the real intent of the work to repair the existing wall, or is the plan to make the inlet wider?
Are any these repairs necessit�ted by excavation started along the beach side of the inlet earlier this
year v►�ithout any perniits? Will trEes and bushes taken out by this earlier excavation ever be replaced?
�s the property on the beach side of the inlet actually owned by#he Dunkleys?
l�on't ANY changes made in existing shoreline,whether inlet or lakeshore, have to be approve�d by the
Conservation District? Have they been informed of this appiication for permit?
We can only hape you take a lang hard loak at this applic�tion and give it great scrutiny.
Si�cerely, ���
/u,�L�-�'�- /,��� s�
! s�.����'j
l�
Ca�ierine and Gordon Meagher
cc: Mayor Jim Whi#e
�ity CQUncit Members
,.
O
� �
r
;�, O . .
,� �:��43.;;.: ,� CITYo� ORONO
� �- .
� �4; �:r�i �� Municipal Offices
�� L �, .�G Street Address: Mailing Address:
9�'Egg04' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
November 16,2007
. Catherine and Gordon Meagher � �
2720 Kelly Avenue
Excelsior MN 55331 �
Dear Mr. and Mrs. Meagher:
I will make sure your letter regarding application#07-3333 is read by the Planning Commission at
their meeting on Monday night. I'm writing because I can answer some of your questions.
Regarding the intent of the work,there is no plan to widen the inlet. The existing wall material will
sta.y in place. What will be replaced are the buried supports (deadmen) and metal rods that hold the
wall against the shore. The Building Inspector reports the original ones were wood. They had
deteriorated so the tops of the wall are tipping in. � �
The excavation on the beach side of the inlet was the contractor starting the repair project without a
permit. The Building Inspector directed him to fill it in, which he did. The project will require the
area to be excavated again. This will require a separate City approval and will include a requirement
for restoration.
The Dunkley's do not own property on the beach side of the inlet. There is a three foot strip of land
along the west side of the seawall that is owned by the people at 2699 Kelly Avenue. Beyond that is
City property. The contractor has written permission from the owners of the three foot strip to do the
work. The separate City approval will grant the contractor permission to work on City property. The
supports that are currently on City property are there with such an approval granted about 1981 when
the original seawall was replaced with the current one.
If approvals are required from the Lake Minnetonka Conservation District and/or the Minnehaha Creek
Watershed District the City will ensure they are received before the building permit is issued for the
proj ect.
I hope this answers your questions. If you should have any ones feel free to call me at 952-249-4623.
Sincerely, �
�� -
elyr�Turner
�
City Planner .
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
,
,
07-3334
14 November 2007
Page 1 of 2
Date Application Received: 10/17/07
Date Application Considered as Complete: 10/25/07
60-Day Review Period Expires: 1212/25/07
To: , Chair Kempf and Planning Commission Members
Ron Moorse, City Administrator
From: Melanie Curtis, Planning & Zoning Coordinator ( /
�L�
Date: 14 November 2007
Subject: 07-3334, Kevin & Denise Reilly, 3405 High Lane, Preliminary
Plat/Subdivision
Zoning District: RR— 1 B, One Family Rural Residential District
2-acre minimum/200 feet in width
Lot Area: 7.6 acres
Lot Width: 360'
Application Summary: This is a subdivision application for a 2-lot residential plat of
property within the RR-1 B District which requires 2-acres of dry buildable area and 200'
of width per lot. The proposal consists of the division of one existing 7.6-acre parcel
resulting into two 2+ acre parcels. Proposed Lot 1 will access off of the newly created
Graham Hill Road while pro osed Lot 2 will continue to access off of Hi h Lane.
Staff Recommendation: Staff recommends approval of the subdivision. The applicant
must com I with the Cit En ineer's recommendations.
List of Exhibits
Exhibit A - Application
Exhibit 8- Proposed Lot Layout
Exhibit C- City Engineer Comments—Darren Amundsen
Exhibit D- Memo from Septic Manager, Willie Gibbs
Exhibit E- Property Owners List
Exhibit F- Map
PRELIMINARY PLAT REVIEW
Conformity with 2000-2020 Orono Community Management Plan
The property is guided for single family residential use at a density of 1 unit per 2 dry
buildable acres. The proposed plat is intended to conform to this use. The property is
not located within the MUSA and is intended to be served with septic systems and
private wells. Primary and alternate septic locations for each lot have been proposed.
The proposed use appears to be in conformity with the CMP.
Relationship to Surrounding Development
This property lies within the RR — 1 B Rural Residential Zoning District which requires a
minimum of two dry acres per lot. Similar 2-acret single family properties surround the
subject property.
07-3334 �
14 November 2007
Page 2 of 2
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. Each
proposed lot is intended to contain the minimum of 2.00 acres of dry buildable land. Lot `
1 is proposed to contain 2.37 dry acres and Lot 2 is proposed to contain 4.78 dry acres.
Lot 2 appears to conform to all of the RR-1 B minimum requirements; Lot 1 also appears .
to conform to the RR-1 B minimums with the exception of the width at the road. Lot 1 is
proposed to have a width of t170 at the street; however it is similar in width to the other
lots in the Graham Hill Preserve development and has a functional width of 200' at the
50' front setback line. Lot 1 is proposed to access off of the newly created Graham Hill
Road within the Graham Hill Preserve development.
Lot Layout and Lot Standards
The proposed lots shown on the proposed plan are fairly regularly shaped. Lot 2 will
access off of High Lane as it currently does; Lot 1 will access off of Graham Hill Road. It
appears the home on Lot 2 would maintain the existing driveway.
Septic reports have been submitted and reviewed by the City Septic Inspector and have
been determined to be suitable sites.
Park/Trail Easement/Fees or Dedication Needed
The CMP indicates that no future trails are proposed along Watertown Road. Staff will
recommend that the new lots be subject to the standard 8% Park Dedication Fee. .
Road Improvements and/or Easements Needed
Dedication of a 50' corridor through Lot 2 is required in order to provide for the
continuation of High Lane to the next property to the west. The City requires standard
perimeter and drainage easements around all property boundaries in the plat.
Stormwater and Drainage Improvements �
� The property will be subject to the Stormwater and Drainage Trunk Fee, established
currently at $3,050 per acre for the 2-acre zone.
Utility Locations and Availability
The property would be served by septic systems and private wells. All septic systems
must be located 20' from all property boundaries and 10' from all structures. Private .
water supply wells shall be setback 3' from structures and 50' from all septic systems.
The applicant has provided septic location reports for both lots; these locations appear to
be acceptable.
Wetlands on Site and/or Impacted
The applicants submitted a wetland delineation report. The report indicates that there
are no wetlands impacting the subject property.
Issues for Discussion
1. Are there any other issues or concerns with this application?
Staff Recommendation
Staff recommends approval of the proposed preliminary plat subject to the City
Engineer's recommendations, both John Smyth and Darren Amundsen.
� City of Orono ��►��
�
Subdivision Application
Street Address: Application # �7 � 3�
O�0� 2750 Kelley Parkway Date Received: (� Q
O Orono, MN 55356 Amount Paid: p, p
Staff:
Main: 952-249-4600 � Fee: � ap
'� � fax: 952-249-4616
� �� ��i4 Mailing Address: Renewal: �
��k'Esxog'� P.O. Box 66 � .
Crystal Bay, MN 55323-0066 -
This application form must be completed in full.
PROPERTY INFORMATION: y� r � �
Site Address: 3�/US' fh � �
Property Identification Number(PIN). � S t ,� � �Z
(Attach legal description to application if not in luded on the survey.)�y� �,1 u�vey v.o �-���
Date Property Acquired (month/year): o � O Abstract or� Torrens, please check one
Present use of property: I�Residential ❑ Other
Zoning District: /� � — � �{
APPLICANT INFORMATION: (Complete le�al names nd marital status required for each interested party)
Name: �'2�r� �/� �s 2, �
Phone (home): L ,$�--�-fo Phone (work): ��,��; (,�f �� ' 3� �d J�
Address: b �' 0+��. !`�w
Email: . Fax:
OWNER INFORMATION: (Complete�l'egal,na�and mari#al status required for each interested party)
� Name: _ C' !L, ��►r�rl
Phone (home). Phone (work):
Address: .
Email: Fax:
EXISTING LAND USE: Lu.c}�o,� d,�� W. ����� � �S.y. �..� �. � �Q�r
NumberofTaxParcels: ca.u�i�-z 2Sb - 1u7 � /r
Development Size: � 7T Acres Dry Land �^/��q�L � 9,r.-�-���N2 � �-bF��d��/��
Acres Wet Land � ��,�,,�
. . Acres TOTAL, all parcels � •
Present Use (check one) '� Residential; Number of Units: �
❑ Other: (Specify)
Present Zoning District
Proposal: • . �
❑ Division for Tax Purposes .
❑ Lot Line Rearrangement Only (no new building sites)
� Subdivision for New Building Sites
� Number of Building Sites � Existing Units
� New Units
7 Total Units •
Proposed Gross Density . --� Units per �`�Y Acres �
Minimum Lot Size 2 ,�Z,Q�, Square Feet Dry Buildable Land /u`�� ��� .3'�-�
Proposed Use (check) � Residential �
, ��KP:, h,:�,� :�,». 4 � ❑ Other(specify) �
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MINIMUM MATERIAL REQUIRED FOR COMPLETE PRELIMINARYAPPLICATION
1. Payment of fees (refer to"application 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 Depa�tment of
Finance, Government Center, A-603 300 South 6w 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.
. MINIMUM 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 •
Subdivision 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-Sife System, Site Evaluation Review(applicable to rural subdivisions) $60/per lot x�new lots (y�0•�
C. Flexible Application Fees/Miscellaneous Fees
� Variance$600.00 �
Vacation of Public Road $75 per benefiting property($600 minimum per applicatiori)
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 agr es to pay all additional fees established by or i ance.
� r
Applicant's Signature: Date: �y u
Owner's,-Signature: Y..,�;.« . r . � Date:
�1 ��. +�'a. �.:Fh, K`�" '
Aq�l'rcai�t m st�ha�e ali��ibmittals into the C' y Office 25 days before the nning Commission
meeting.'`planning a�ommission 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 the meeting.
I1
�
GRAHAM HILL PRESERVE 2ND ADDITION
PRELIMINARY PLAT FOR RECE11/ED
� KEVIN REILLY oCT � 5 2007
OF TRACT B, R. L. S. NO. 843 cITY bF OROPJO
AND OUTLOT B, GRAHAM HILL PRESERVE
HENNEPIN COUNTY, MINNESOTA
� I s E E�rou� �'qT
� L K FERRfLL £T AL L J ESKOLA
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r S 89'13'58'E 361.00 \�'qO
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I\� �\\ 34 5I HIGHELANE REILLY
\� LONG LAKE,MN 55356
\ TOTAL AREA=7.6�+-ACRES
LEGAL DESCRIPTION OF PREMISES:
Tract B, Registered Land Survey No. 843, files of Registrar of Titles, Hennepin County, Minnesota
Outlot B, GRAHAM HILL PRESERVE
NOTE: ALL EASEMENTS SHOWN ARE FROM CERTIFICATE OF TITLE NO.742371
NOTE: TOPOGRAPHY IS FROM CITY OF ORONO MAPS
� : POSSIBLE HOUSE SITE •
• � --� : PROPOSED SEPTIC SITE
s I A DENOTES PRIMARY SITE
�---� B DENOTES ALTERNATIVE SITE '
o: DENOTES IRON MARKER SET
•: DENOTES IRON MARKER FOUND �
DES�GNEO REVISION DATE DESCRIPTION I HEREBYCERTIFYTHATTHIS PLAN,SPECIFlCATION,OR REPORT SCALE
GRONBERG�ASSOCIATES� INC yy�pREPAREDBYMEORUNDERMYUIRECTSUPERVISIONAND 1"=100'
+❑ iaa+o� sEancsrrES,ewsE►�rs�oen
DRAWN CONSULTINGENGINEERS,LANDSURVEYOR THATIAMADULYLICENSEDPROFESSIONALENGINEERANDLAND "
SITE PLANNERS SURVEYOR UNDER THE LAWS OF7HE STATE OF MINNESOTA DATE
PR �O-�B-U�
cHECKEO 445 N.WILLOW DR. LONG LAKE,MN.55356 doe No.
952-473-4141
DATE/a'Z`l�07 MNUCENSENUMBE /L7fl' 07-383
07-3
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. 2335 Highway 36 W
St Paul,MN 55113
Te1651-636-4600 ,
Fax 651-636-1311
www.bonestrao.com
� � �Bonestrao
. October 26, 2007
Ms. Melanie Curtis
Planning and Zoning Coordinator �
City of Orono .. .
� Post OfFice Box 66 � �
Crystal Bay, MN 55323
� ,�� Re: Graham Hill Preserve, 2`�Addition
� File No. 000139-07000-1 �
� Plat No. 07-3334 � � .
Dear Melanie; .
We have reviewed the preliminary plat for Graham Hill Preserve 2"d Addition, dated 10-16-07. The plan
proposes to subdivide one residential lot into two lots, We have the following comments with regards to
engineering matters,
• The plan should-show perimeter drainage and utility easements 5-feet wide along all interior lot
lines or adjacent to platted property with existing easements and 10-feet wide along the exterior
lot lines, ,
• The High Lane right of way should be continued along the north 50 feet of the plat and the
northwestern 25 feet of the plat. . ' . . .
If you have any questions, please call me at(651)604-4894. � �
Yours very truly,
� i ,
Darren Amundsen .
Cc, Tom Kellogg
. � ��-�r ��� �
. . . .
e
To: Melanie Curtis
From: Willie Gibbs, ISTS Manager ��J�:/�.�-�J
Date: October 29, 2007
Re: Septic design approval for 3405 High Lane and subsequent division
I have had the opportunity to review the proposed septic system design for 3405 High Lane. It meets
all requirements and I have stamped a copy for the City and a copy for the installer to get a permit for
the installation.
The design for the subdivided lot is approved but is preliminary in nature since an exact house location
and design has not been set. If there are any further questions please feel free to contact me.
1
. �Xf1'I F'�`� �
RUN DATE: 10/16/2007 FIENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIS'1� PAGE: 1
38 OS-117-23 I1 0002 38 OS-117-23 11 0005 38 OS-117-23 12 6017
K M&D D REILLY BPS PROPERTIES LLC RICHARD G MARKLUND ET AL
3405 HIGH LA 95 LEAF ST 3415 HIGH LA
KEVIN&DENISE REILLY HPS PROPERTIES LLC RICHARD GUSTAV MARKLUND&
3405 HIGH LA ATIN GEORGE STICKNEY AIINA E GUERTIN-MARKLUND
LONG LAKE MN 55356 201 LAKE ST E 3415 HIGH LA
WAYZATA MN 55391 LONG LAKE MN 55356
38 OS-117-23 12 0021 38 OS-117-23 12 0022 38 QS-117-23 12 0023
M H&C 0 HAGBERG C C KROLL ET AL TRUSTEES BETZ'ADDITION HMOWNRS ASSOC
3485 CHRISTINE DR, 60 STUBBS BAY RD S 38 ADDRESS UNASSIGNED
' MAR1E H&CARLTON O HAGBERG CLEMENT C KROLL BETZ ADDITION HOMEOWNRS ASSO
3485 CHRISTINE DR 60 STUBBS BAY RD S 60 STUBBS BAY RD S
MAPLE PLAIN MN 55359 MAPLE PLAIN MN 55359 MAPLE PLAIN MN 55359
38 OS-117-23 12 0025 38 OS-117-23 12 0026 38 32-118-23 43 0009
M P BADEN&J B BADEN H W&E L WOLVERTON J D&R T QUADY TRUSTEES
3445 HIGH LA 3420 HIGH LA 3445 WATERTOWN RD
MICHAEL P&JEANNIE B BADEN H WESLEY/ELIZABETH WOLVERTON ROBERT T&JEANNE D QUADY
3445 HIGH LA . 3420 HIGH LA 3445 WATERTOWN RD
LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356
38 32-118-23 43 0010 38 32-118-23 44 0003 38 32-118-23 44 0004
WANDA L PETERSEN G L ROLLER&C]ROLLER V M HUBBELI/M M HUBBELL TRS
3425 WATERTOWN RD 3280 WATERTOWN RD 3340 WATERTOWN RD
WANDA L PETERSEN GARY L ROLLER VERNE HUBBELL
3425 WATERTOWN RD 3280 WATERTOWN RD 3340 WATERTOWN RD
LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356
38 32-118-23 44 0005 38 32-118-23 44 0006 38 32-118-23 44 0009
V M HUBBELL/M M HUBBELL TRS ROSS R REPKE S E ESKOLA&L J ESKOLA
3360 WATERTOWN RD 3380 WATERTOWN RD 3405 WATERTOWN RD
VERNE M HUBBELL ROSS R REPKE ' SCOTT E&IARI J ESKOLA
• 3340 WATERTOWN RD 3380 WATERTOWN RD 3405 WATERTOWN RD
LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356
38 32-118-23 44 0010 38 32-118-23 44 0011 38 32-118-23 44 0016
MARY FARRELL ETAL L K FERRELL ET AL SUBJ/LE C J SMITH&M N SMITH
38 ADDRESS UNASSIGNED 3415 WATERTOWN RD 38 ADDRESS iINASSIGNED
WARD FERRELL WARD&MARY FERRELL CHRISTOPHER J SMITH
3415 WATERTOWN RD 3415 WATERTOWN RD MARY NOVACHECK SMITH
LONG LAKE MN 55356 LONG LAKE MN 55356 3310 WATBRTOWN RD
ORONO MN 55356
I CERTIFY THAT THE FACTS REPRESENTED ARE AN ACCURATE AN TRUE RESENTATION OF INFORMATION
AS IT APPEARS THIS DATE ON TH CORD OF TH � TY T CPAYER SERVICES DEPARTMENT. ,
DATE:/D'� I(�d� gy; �
�������
. � .
Hennepin County Taxpayer Services: Variance Labels
This is not a legally recorded map.It represents a compilation of information and data from City,County and State authorities.
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Pareel Information� Date Printed:10/16/2007 9:41:17 AM
ParcelID:05-11T-23-11-0002
Owner Name:K M&D D REILLY
Parcel Address:3405AIGH LA ORONO MN,55356
Buffer Size:350 ft