HomeMy WebLinkAbout06-15-2009 Planning Commission Packet PUBLIC ATTENDANCE
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V:\(LEGAL FORMS�\(FORMS�\PUBLIC ATTENDANCE.DOC
Christine Mattson
From: rbtfld@juno.com
Sent: Friday, June 12, 2009 11:43 AM
To: Melanie Curtis
Subject: Variance Applications 09-3410 , Safar, and 09-3411, Fox
Dear Melanie Curtis,
Thank you for meeting with me to discuss the details of these two variance applications. After discussing
them with my family, we think the Safars' proposed addition is a reasonable and beneficial improvement to the
980 property and that it would not negatively impact the marsh or our property. The shed along the east
boundary of the 980 property is ideally located to provide a privacy and view barrier between our home and the
Safars' home and proposed addition. This shed also provides an ideal barrier to noise from the proposed
addition construction and after that will continue to block the daily driveway use, vehicles, vehicle parking, and
garage noise on the 980 property. The location and existence of this shed is a great benefit to our property for a
number of reasons, and it is important that this shed remain in its current location to screen activities and noise
between the the 980 and 960 properties where the two homes are closest to each other. The proposed addition
would impact our property adversely if this shed were not providing a barrier function in its current location.
The use of a 75 foot setback from the OHWL is unreasonably burdensome and detrimental to the 980
property and should not be used, or used to deny this proposed addition. The marsh is itself a natural filtering
system for all runoff and sediment before any such material would enter Lake Minnetonka. This very dense
marsh plant growth and slowly flowing water unquestionably possesses a far greater capacity to receive and
adequately filter out all runoff than would the open waters of Lake Minnetonka. The use of the same 75 foot
setback on this marsh as would be required on open water of the Lake itself is not reasonable. This marsh was
already long ago protected by the 26 foot setback of long standing without any need for an additional new
setback of triple that distance. The anticipated r�noff from a single family residence with a cedar shake roof and
brick exterior is not some kind of toxic waste or material harmful to this marsh or Lake Mirinetonka. This marsh
exists and is in such good condition due solely to the great care and appreciation of the many past and present
property owners who have preserved and enjoyed it long before the City or Watershed District ever had any
regulations to protect it. The exceptional history of this marsh includes the past 980 and other adjoining
landowners transferring large tracts of private property ownership and possession to the Nature Conservancy
many years ago to protect this marsh and Lake Minnetonka permanently. The longstanding additional City and
other rules and regulations further protected any wetlands not owned by the Nature Conservancy and included
an additional 26 foot setback from the wetland delineation line. It is unreasonable to impose yet another buffer
to the buffer redundantly. Private residences and other reasonable improvements within 7� feet of this marsh are
no threat to this marsh or Lake Minnetonka. We are not dealing with a commercial or industrial establishment
or any high vehicle traffic and resulting runof£ A different standard of setback should be applied to a marsh
than to the actual open waters of Lake Minnetonka, which clearly lack the capacity and plant life of a marsh to
handle and process runoff as efficiently. The City should not be asserting a 7� foot setback from Ferndale
Marsh on residential structures and improvements. A 26 foot setback is ver}� adequate and appropriate, not 7�
feet.
To impose another 7� foot setback from the private pond in the front of the 980 property is also overly
burdensome and creates too much of a hardship as this property is surrounded by water and wetlands and cannot
be e�pected to attain a 75 foot setback in all directions and reasonably contain the existing house and amenities
within the resulting land that would be left after a 7� foot setback is imposed. Obviously the driveway and other
features must e�ist within 75 feet of the pond and wetlands, as there is no other way to reach this property or
adequate space available to alternately locate these items outside of the 75 foot setback. The great majority of
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the surrounding properties are not currently in compliance with a 75 foot setback from Lake Minnetonka or the
Ferndale Marsh. Equal enforcement is required in the application of your codes and regulations and therefore no
single property should be unfairly burdened with a hardship caused by rigid enforcement of your rules and
regulations that is disproportional to or different from what is imposed and caused by you for the surrounding
properties. This proposed addition is not greatly different than what already exists�in surrounding properties,
most of whom have received many variances to exist as they are. The 980 property has more actual land area
and distance from the Lake and marsh than most other properties in this area.
The small difference in proposed hardcover and the proposed location deep within the 980 property
should not cause ariy problem or water quality threat. The sight view of the proposed addition from our 960
residence will not be affected as long as the shed remains in its present location to act as a visual and noise
barrier between the two properties (which is what we prefer). We support this proposed addition and hope the
City will grant this variance for the Safars.
I also hope that the City will reconsider the interpretation of Ferndale Marsh as being the same as the
actual open waters of Lake Minnetonka and will only impose the 26 foot setback that has long been used and is
more than adequate to protect this area. I do not believe the creation of an interpretation of a 75 foot setback
from Ferndale Marsh was appropriate or correct, but as this proposed addition is not my project,this is not the
appropriate time to dispute the setback interpretation issue. Thank you for the opportunity to share my views
with your Planning Commission and your City CounciL
Sincerely,
Robert Floyd
960 West Ferndale Road
Hit it out of the park with a new bat.Click now!
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FILE#09-3410
� 8 June 2009
Page 1 of 4
Date Application Received: 05/20/09
Date Appiication Considered as Complete: 5/26/09
60-Day Review Period Expires: 7/26/09 �
To: Chair Kempf and Planning Commission Members
Bill Wells, City Administrator .
From: Melanie Curtis, Planning & Zoning Coordinator '
Date: 8 June 2009
Subject: 09-3410, Jack Safar, 980 West Ferndale Road,
Variance
Public Hearing
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Zoning District: LR-1A, One Family Lakeshore Residential, 2-acres/200'
Lot Area: , 64,575 s.f. (1.48 acres)
Application Summary: The applicant is requesting lake setback and hardcover
variances in order to construct an addition to the home including a deck 43' from the
OHWL where a 75' setback is normally required. Although the project does not trigger
the wetland buffer requirement a variance from the required 70' wetland buffer and
buffer setback is also requested as the addition will result in the creation of a greater .
nonconformit .
Staff Recommendation: Planning Department Staff recommends approval of the
setback variances and approval of some level of hardcover variance within the 0-75'
zone for the ro osed addition.
Pertinent Zoning Ordinance Sections
✓ Sec. 78-305. Area, height, lot width and yard requirements. �
✓ Sec. 78-1279. Placement of structures on lots.
✓ Sec. 78-1288. Hard cover limitations. �
✓ Sec. 78-1608(3)(c)Avoiding Future Nonconformities.
List of Exhibits
Exhibit A. Application
Exhibit B. Hardship Documentation Form
Exhibit C. Existing & Proposed Survey/Site Plan
Exhibit D. Proposed Plans and Elevations
Exhibit E. Submitted Hardcover Calculations
Exhibit F. City Engineer Memo
Exhibit G. FAW—Wetland Community & Hydrology Summary (p 30 of 40)
Exhibit H. FAW—Wetland Inventory &Assessment Methods
Exhibit I. 1998 Building Permits for the shed(s)
Exhibit J. Property Owners List
Exhibit K. Plat Map '
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FILE#09-3410 �
8 June 2009
Page 2 of 4
Background
The existing home was constructed in 1987. At that time Ferndale Marsh had a required
setback of 26'. In 2005 the City adopted new wetland regulations based on the
Minnehaha Creek Watershed District's study entitled Functional Assessment of
Wetlands (FA1/1n. The FAW also provided further insight into the function of hydrology of
the City's wetlands allowing for a,better understanding. This information has resulted in . �
a re-interpretation of the Ferndale Marsh, also known as UVetland ID E-117-23-02-003.
The home and the associated hardcover as it exists today are legally non-conforming. '
The proposal of an addition on the north portion of the property today requires variances.
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LOT ANALYSIS WORSHEET
Lot Area/VUidth:
LR-1 A Lot Area
Re uired 87,120 s.f. 2 acres
Actual 64,575 s.f. 1.48 acre .
Setbacks: •
LR-1A Required Proposed
Street 50' 100'+
East Side 30' 78'
West Side 30' 100'+
Lakeshore 75� 45' deck �
50' addition
70' ,
Wetland 50' buffer+ 20' structural setback 28
The addition will be located ahead of the average lakeshore
Average Lakeshore setback however due to the location of the house the addition
will not negatively impact views enjoyed by adjacent property •
owners.
Structural Coveraqe: �
Total Lot Area Total Structural Coverage
64,575 s.f. (1.48 acre) Allowed: 9,686 s.f. (15%)
Pro osed: 6,327 s.f. 9%
Hardcover Calculations:
Hardcover Total Area in Allowed Existing Proposed
Zone Zone Hardcover Hardcover Hardcover
0—75 54,425 s.f. 0 s.f 10,620 s.f.* 10,899 s.f.
(0%) (19.5%) (20%)
75—250 10,150 s.f. 2,537.5 s.f. 6,07�5 s.f.* No Change
(25/o) (60/o)
*After exclusion of fabric or plastic-lined landscape beds
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`' FILE#09-3410
8 June 2009
Page 3 of 4
Hardcover Variance
In 1987 when the home was constructed, the northern portions of the property along
Ferndale Marsh were considered wetland-adjacent as opposed to today's interpretation
of the wetland as a continuation of the lake and viewed as lakeshore. For this reason
the existing hardcover numbers may seem excessive. In order to construct the addition
the applicant is requesting to add 279 square feet of additional structural hardcover.
Wetland & Lake Setback Variance
Due to the recent re-interpretation of Ferndale Marsh, the 75' setback from the 929.4'
OHWL of the lake has been applied to this property.
Attached as Exhibits G and H are portions of the Functional Assessment of Wetlands
(FAW), a project conducted by Barr Engineering under the guidance of the Minnehaha
Creek Watershed District. As described within the Introduction to the FAW, it is "a
• document developed to provide a comprehensive inventory and assessment of existing
wetland functions within the MCWD. The primary goal of the FAW is to inventory
wetlands within the District and provide guidelines for developing a comprehensive
approach to regulate and protect wetlands based on wetland functions." The City used
. the FAW when developing the new wetland regulations in 2005, basing buffer widths on
reported wetland quality and function. High quality/high functioning wetlands (Preserve)
require a 50' buffer while lesser quality/lower functioning wetlands (Manage 3) only .
require a 16:5' buffer (City Code 78-160�. A 20' setback from the buffer is required for
structures in order to preserve the appearance of open space and to allow for a minimal
yard space before the native buffer vegetation.
While the proposed addition does not trigger the wetland buffer requirement the City's
goal is to assure that new structures do not encroach into the required 70' (total) setback
from the wetland. John Smyth, the City's wetland specialist with Bonestroo, visited the
property and determined that the wetland boundary exists approximately below the line
of the long boulder retaining wall. This retaining wall is set back 15' from the OWHL at
its closest point. The addition would be approximately located between 28' to 34'from the
wetland. Therefore the new addition would be non-conforming with respect to the
required 70' wetland setback (50' buffer+ 20' buffer setback).
Average Lakeshore Setback Variance
The existing home is partially ahead of the average lakeshore setback. The proposed
- addition is also ahead of the average lakeshore setback but should have no greater
negative impact on the views of the lake/Ferndale Marsh enjoyed from adjacent
properties.
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
effecf of the proposed variance upon the health, safety and welfare of the community,
existing and anticipafed traffic conditions, 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 wou/d cause
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FILE#09-3410
8 June 2009
Page 4 of 4
undue hardship because of circumstances unique to the individual property under
consideration, and shall recommend .approval only when�it is demonstrated thaf such
actions will be in keeping with the spirit and intent of the Orono Zoning Code.
While the application of the lake setback may potentially only add 5 feet over the
required wetland setback in some areas, the shoreland regulations clearly puts a further
burden on the property in the form of hardcover restrictions. The applicants' property, �
although smaller than the required 2 acre minimum, has a significant amount of land
area within the 0-75' setback zone. Additionally, due to the change in �interpretation
there is a significant amount of legally nonconforming hardcover on the property in this
zone particularly. Staff feels that while the applicants have proposed some removal of
hardcover, there may be more opportunities for hardcover reduction within the 0-75'
zone as the property has an excessive driveway and landscaping within this zone.
Due to the minimal scope of the applicants' request and the fact that the wetland buffer
requirement was not triggered, a wetland delineation was not required for this project.
The addition will encroach into the required 70' wetland setback and if approved will
become a legal nonconforming portion of the house. Staff finds tfiat there is a hardship
inherent to the property as the home was constructed prior to the new wetland
regulations resulting in an extremely restricted property.
Staff can support lake and wetland setback variances for this property as the change in
interpretation of Ferndale Marsh and the adoption of the new wetland regulations has
placed a considerable strain on the developability of this property.
Issues for Consideration ,
1. The existing shed along the eastern property line appears to be illegally
nonconforming. It does not appear to be consistent with building permits for
sheds issued in 1998. Should the shed be removed or relocated to a location
meeting the 10' side setback requirement?
2. Are there any other issues or concerns with this application?
Staff Recommendation � �
Planning Staff recommends:
1. approval of the lake and wetland setback variances,and a level of 0-75' zone
hardcover the Planning Commission deems reasonable;
2. the illegal nonconforming shed be relocated to a location which conforms to the
10` side setback and an after-the-fact building permit obtained;
3. the proposed silt fence be moved to just above the retaining wall and no lower
than the 932 elevation.
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+� F~ PC Exhibit A
C i ty of O ro n o
Variance Application
Street Address: Application# U'�f-3 y� �
,�`�� 2750 Kelley Parkway Date Received: �- ��
Y Orono, MN 55356
� ' Q ' Staff. �
Main: 952-249-4600 Fee: �
� �+ fax: 952-249-4616 Renewa.
��t Gti`�` Mailing Address: After-the-fact: $1,200 Double Fee
9kESH�g'� P.O. Box 66 Escrow Fee: $600/ ,50
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: �80 Ferndale Road W.
Property Identification Number(PIN): 02-117-23-44-0029
Date Property Acquired (month/year): 09/2006 ❑ Yes, I own the adjacent parcels. ,
Zoning District: LR-IA �
APPLICANT INFORMATION: (Complete legal names and marital status required for each interested party)
Name: Jack W. Safar
Phone (home): 952-471-8468 Phone (work): 763-354-5624 �
Complete Address: 980 Ferndale Road W.
City, State &ZIP Wayzata, MN 55391
Email: gg;POrge@mch�i.com Fax: 952-471-9494 �
OWNER INFORMATION: (Complete legal names and marital status required for each interested party)
Name: Jack W. Safar.
Phone (home): 952-471-8468 Phone (work): 763-354-5624
Complete Address: 980 Ferndale Road W.
City, State &ZIP Wayzata, MN 55391
Email: p�eorge@mchsi.com FBx: 952-471-9494
DESCRIPTION OF REQUEST: . � �
Describe the request in detail (attach additional sheets if necessary):
We are askin� for a Lakeshore Setback, Hardcover within 75' Variance to add a
laundry room and pantry to our existing residence. See enclosed Hardship Statement.
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REQUIRED SUBMITTALS:
All of the following information must be submitted by the application deadline date in order for your
application to be processed.
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Enclosed �A lica��ble. "
, .
� ❑ Escrow A reement si ned �-
� �� � �..: �Escrouii:received' :; . �
� ❑ Pre-A lication Form
KC� - :0� A� licafion Form� r * ��: �„ ��
� � Hardshi Documentation
. � ., ,. � _
" ..�:..I� � • ` . _ •�::, ❑_:�� :C.er,tified:Pr.o�e � :Ow�ers:List p =.- _ � �
�:
� ❑ Surve meetin ALL re uirements shown on �a es 5 -6
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'� ¢ F°�r` Pro osed.,F?,lan"s �:'h, n ' �"'
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� ❑ Hardcover Calculation s
� � �F,''� Se tic S .ste:m S,ite:E�al�ation:Re ort � � - �s
.. , ,. .... , . �,: . � ,. . . .
� � Wetland Delineation �
L•�� ..L7 '�::� '1Netland BufFe�r Evaluation;: - .s�" "�* ��
- . ._ .., _a H:, . _ .
❑ � Buffer Im rovement Plan
,_,, _. . . ; . , . _
❑ p �: _ ;� ;� . �
APPLICANT AND/OR OWNER:
• Agree to provide all information required or requested by the Planning Department,
• Agree to pay additional fees (staff time not covered in the original fee payment) and/or consultant expenses
incurred in review of this application, and
• Certify that the information supplied is true and correct to the best of his/her knowledge. The applicant and
owner recognize that they are solely responsible for submitting a complete'application being aware
that upon failure to do so, the staff has no alternative but to reject it until it is complete or to
` recommend the request for denial of the request regardless of its potential merit.
• Acknowledge the Escrow Agreement is completed and signed.
• The Owner hereby acknowledges and agrees to this application and further authorizes reasonable entry onto
the property by City Staff, consultants, agents, Commission and Council Members for purposes of
investigation and verification of this request.
• Applicant and/or Owner acknowledge they must be present at all scheduled review meetings of the
Planning Commission and Council. If an applicant and/or owner is unable to attend a scheduled meeting,
please make arrangements to have an authorized representative attend in place of the applicant/owner and
advise the City Planner assigned to your project. �
• Some or all of the information that you are asked to provide on this application is ctassified by State law as
either private or confidential. Private data is information which generally cannot be given to the public but can
be given to the subject of the data. Confidential data is information which generally cannot be given to either
the public or the subject of the data. Our purpose and intended use of this information is to annually update
our records and records of other governmental agencies required by law. If you refuse to supply the
information, the application may not be issued.
Applicant's Signature: C Date:
Applicant's Signature: Date:
Owner's Signature: Date: � �/ �j�O�
Owner's Signature: Date:
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y PC Exhibit B
HARDSHIP STATEMENT
FOR
THE SAFAR RESIDENCE
980 FERNDALE ROAD WEST
We axe requesting a la�es�ore setbac�variance and hardcover variance to construct a proposed
10'-0" x 32'-8" addition to our existing �ome. -
The existing kouse was constructed in approximately 1988 and prior to the current setbac�
requirements. It is our understanding t�at at t�e time o�t�e existin� liouse's construetion, t�e
required setbac�Z�rom t�e Fernda.le Marsli was 26'-0". Or�y very recently�as t�e decision been
made to inclu�e tlie Fernda,�e Marsh as a part o�La.�.e Minnetonlza. Tlie c�anges in la�eshore `
setbac�s as well as Ferndale Mars�'s inclusion as part o�La1ze Minneton�a�iave created this non-
con�orming situation. Currently 39% o�t�e existing �ouse is located within t�e required 75'-0"
setbac�. T�e existing �ouse is located approximately 42'-6" �rom t�e 929.4 ordinary hi�k water
line at its closest point. T�e proposed declz would be located 43'-6" �rom the 929.4 ordinary
�ig�water line at its closest point. Tliere�ore, we request t�at you consider a la.�eshore setbac�
variance �rom t�e required 75'-0" to approximately 42'-6", w�ic�would ma,�e the existing �ouse
con�orming and a.11owt�e.proposed addition: .
A�ardcover variance is requested�or tlie proposed addition. Currently, mucli o�t�e existing
- �ardcover is located wit�in t�e 0' to 75' zone, wliic�was permitted at t�e time tlie existing house
was constructed. In�act, i�no kardcover is a.11owed wit�in tlie 0' to 75' zone, t�is lot would be .
unbu�ldable, as no access to t�e 75' to 250' zone would exist. �ven i�access to t�e 75' to 250'
zone could be provided, t�is zone wou.ld be too sma.11 to a.11ow construction o�a new residence wit�i
tke 25% max hardcover rule. Existin� hardcover is 25.9% o�tlie tota.�lot area, includin� bot� �
zones �rom 0' to 250'. Hardcover as indicated on t�e drawings is 26.3% o�tlie tota.l lot area
includ�g both zones (0' to 250'), an addition o�or�y 279 square �eet. Tke owner is willing to
eliminate t�ie concrete patio in t�ie sout�west corner o�tlie house w�ic� is 226 square �eet as well �
as reducing t�ie new dec�by 53 square �eet. These reductions result in the proposed project being
a no net gain in liardcover. T�at part o�lot 12 across Ferndale Road West lias not been included
in any o�t�ie above �ardcover ca.lculations. We request you consider a hardcover variance to a,llow
�ar�.cover in t�ie 0' to 75' zone, as well as a�ardcover variance to maintain the existing hardcover �
of 25.9% o�t�e totallot area:
T`he situation t�at e�sts on t�iis lot creates a unique and very di�icult kardsliip �or us. T�is `
kardsliip was created by �lianges to la�.zes�ore setbac�ZS and a.11owable �ardcover requirements made
a�ter t�ie construction o�the existing �iouse. A la.�es�iore setbac�variance and�ardcover variance
are necessary�or t�is proposed addition and to ma.�e our existin� house con�orming. One o�us
has �romya.lgia and t�e ot�er�as a heart condition and a�ip replacement. This small c�ange to
the �iouse woulcl a.11ow us to use a�irst �oor o�ice and laundry room, anc� ma�e an accessible
pantry. Please consider our�ards�ip.
Jac� and Pam Sa�ar
,
�
i� '��
HARDSHIP DOCUMENTATION FORM
FOR
THE SAFAR RESIDENCE
980 FERNDALE ROAD WEST
�. "�e pro�erty in question cannot be�ut to a reasonab�e use if usec�unc�er conc�itions a��owec�by t�ie
� o�icia�contro�s."
Witliout t�e la�esliore setbac�Z variance and hardcover variance, the existin� structure is
non-con�orming and t�e lot is unbu�ldable.
2. "�ie p�ig�it of t�e�anc�owner is clue to circumstances unique to �iis�ro�erty not createc�by t�ie
�anc�owner."
� Zoning rules and determination o�Ferndale Mars�i as a portion o� La�e Minnetonlza�ave
c�anged since lot was created and existing home was constructed. �
3. "�ee variance, if grantec�, wi��not a�ter t�ie essentia�c�iaracter of t�ie �oca�ity."
Existing house anc� hardcover a.lready existing and the sma.11 addition will not c�iange tlie
. essential c�iaracter o�t�e loca.lity.
4. ".�conomic consic�erations a�one s�ia��not constitute an unc�ue �tarc�s�ii�p if reasonab�e use for't�ie
� �ro�erty exists unc�er t�e terms of t�ie .zoning C�ea�ter."
No reasonable con�ormin� use of property exists without tlie variances.
5. "Unc�ue�iarc�s�ii�a�so inc�uc�es, but is not�imitec�to, inac�equate access to c�irect sun�ig�it for so�ar
energy systems. variances s�ta���e grantec�for eart�t s�e�terec�construction as c�efinec�in
Minnesota �'tatutes, Section 11GJ.06, subc�. 2, w�en in �tarmony wit�i t�iis ��ta�ter."
Not applica�le.
6. "�ie Boarc�of A��ea�s anc�Ac�justments or t�ie Counci�may not�ermit as a variance any use
t�at is nof�permittec�uncler f�Zis C�ia�ter for�ro�erty in t�ie zone w�iere t�te a�ectec��erson's �anc�is
�ocatec�."
No c�ange �rom e�cisting residentia.l use is proposed.
7. "�ee Boarc�or C'ounci�may�permit as a variance t�ie tem�orary use of a one fami�y c�we��ing as a
two fami�y c�we��ing." �
!� . �
Not app�icable. �
8. "�ie s�ecia�conc�itions a��p�ying to t�ie structure or�and in question are�ecu�iar to suc�i �ro�erty or
immec�iate�y ac�joining�ro�erty."
T�ae Ferndale Mars�t�iat nearly surrounds t�is property and is now considere�. part o�
La�e Minneton�a ma�e it unique.
9. "�e conclitions c�o not a���y genera��y to ot�ier�anc�or structures in#�ie c�istrict in w�Zic� saic��and
is �ocated."
See #8 a,bove.
1�. "�ze granting of f�Ze a���ication is necessary for f�Ze�reservation anc�enjoyment of a su�stantia�
�ro�erty rig�it of t�ie a���icant."
See #4 above.
11. "7'lie granting of t�e�ro�osec�variance wi��not in any way im�air�iea�t�C, safety, comfort, mora�s,
or in any ot�ier res�ect be contrary to t�ie intent of t�ie Zoning C'oc�e."
Home witk existing �ardcover a.lready exists. Sma.11 addition as proposed will not impair .
�ea.it�, sa�ety, com�ort, mora.ls, or in any ot�er respect be contrary to t�e intent o�the
zoning coc�e.
12. "�e granting of suc�Z variance wi��not mere�y serve as a convenience to t�ie a���icant, �iut is
necessarr� to a��eviate c�emonstra�i�e�iarc�s�ii�or c�i�icu�ty."
See Harc�s�ip Statement enclosed.
Hards�ip statement
See Hardship Statement enclosed.
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I �N LOVr�T1'Z`f L L.VI�i �'S�'AY��
; ' , PC Exhibit E ' �J�� ���i�/'� ,. �N �ORS�} �i�.QftE �D'tT'�� ��G��$'
HARD VER CALCULATION WORKSHEET aN�' �K 5��. 2 - ! I?-�;
SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' � 500-1000' �2�,�
EXISTING HARDCOVER IN ZONE NORTtF OF �F12MDl��� �Q,Ci,.O .1/,(�r S-b-oy
A. House x = � �3� S.F.- W OVSE
• Length Width
� x 2qq � s.F. -5 u�D
i �F x '�� S F' ' _ �� �t-) S,F.-GoNC. NFxt Tb St�CD
B. Garage x ' =. S,F.
C. Driveway �Sa - Sovrl� x' I ObS-rac+s�r�.. _ ' 61 c�` � S.F.-BI.AU�T�p A�NO
X . _ � GO,.��1��'��� Dt2���
. S.F.
D, Sidewalk x = ��(- S.F.-/v�IM V�,�►t,d�
X = 2'73 s.F.-aT'�►E2 cv�c,
E.� Patio/Deck x � = J 7q S.F.-p��tG
x = S.F.
F. Landscape. . x � � = S.F.
Underlain x = . � S.F. � .
By Plastic x = S.F.
`N,6Ll.�j .�iFvf�
G, Retaining � x = � ��j 5 g,�, _���E�S
Walls � � �
H, Other x = �"� S:F. � '�C�uGCJf~...�
TOTAL HARDCOVER IN ZONE ID�� 26 a. S.F. A�
TOTAL PROPERTY AREA IN ZONE � - :54��f-2S S.F. B
A I�. G"2 0 �+ g S�f-.425 x 100 = Iq•S I .� %
. PROPOSED HARDCOVER IN ZONE
" PRo�oSED
A, House � x = + 2`�� S•F• - ADptT�Ori�
Length Width ' • , .
X = S.F.
x . = S.F.
B, Garage ' � x = g , �
C. Driveway x � _
x = �
D, Sidewalk. x = � ' S.F,
X = S.F.
E, Patio/Deck x � _ -20j g,F,-'�EGIC R�N1A�!�t�
x = +22U s.F,-pRoi��s�'U .a�'��
� F. Landscape x = S.F,
Underlain x� _ � S.F.
By Plastic x = S.F�, �
WALL
G, Retaining x . _ -3S S•F�' pEDUGTlDr�1
Walls �
H. Other � � x = �'Z�q S.F.=N�T G��/.,�
E.X�S'(IN� NE'[ ErAll�
TOTAL HARDCOVER IN ZONE , I0�62D + 2�`� � — • lO,gQg � s.F. A
TOTAL PROPERTY AREA IN ZONE - '5'�F.�}2� S,F. B . �
A = B 5�'���.� x 100 —� Z0,0 3 % .
. � � J,��� S�►�,��� ►�c.o��-��� c�u� ������
�► . .��, �I,o►�-�� �����u�,�� A�,�
HARDCOVER CAL LATION WORKSHEET �4 �� �jEe. �-t�'�-��
SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250=500' ' 500-1000' �5
EXfSTING HARDCOVER IN ZONE . NORT+{ DF FE�D,4,1,� 1���f? W'E��" � ,$-6-Oq
A. House � x = Z�q�" S.F.-�OV$F
� Length Width
� x � _ - ' S.F.
x ' _ �� S.F.
B.� Garage x � • -. � S,F. .
C. Driveway ' x = ' �f 7 q� S.F. -GON��t p����
x = S.F. �
D. Sidewalk x = Jr�3 S.F.-����. M�,.��.�� .
. x = S.F.�.. .
E.� Patio/Deck � x � _ . 273 S,F.- �A"F�13
' x � _ "' S,F.
F. Landscape . x � � = S.F.
Underlain x = • , � S.F.
By Plastic x = S.F. •
G, Retaining � x . = . 37 D S.F.-������
Walis
H. Other x = �.S S;F.-Co�cR.ETE 4�1E��
5bJ �{S� Gdi�,
TOTAL HARDCOVER IN ZONE - So7 S� S.F. A�
TOTAL PROPERTY AREA IN ZONE � • - 1� t�`�__S^F. B
A (���5 �= B 1�a1�(J X 100 = 5q.�5 %
. PROPOSED HARDCOVER IN ZONE , . �
A. House � x = S.F.
Length Width ' � .
x = S.F.
x . � = S.F.
B. Garage � � x = S.F.
C. Driveway x � _ • S.F.
x = S.F. � .
D. Sidewalk x = � � S.F.
x = S.F.
E. Patio/Deck x = �•F•
X = S.F. .
� F. Landscape x = S,F. .
Underlain x = S.F, .
By Plastic x = S.F.
G. Retaining x . = .
Walls �
H. Other � x = S.F.
TOTAL HARDCOVER IN ZONE � - � � S.F. A
TOTAL PROPERTY AREA IN ZONE - S,F. B • '
q = B 10al�� x100 = ' %
_ �=Y�G��i1 e �
. -��� ��� ��� � PC Exhibit F
2335 Highway 36 W
St.Paul,MN 55113
Te1651-636-4600
Fax 651-636-1311
� www.bonestrao.com
� May z9, zoo9 �Bonestroo
• Ms. Melanie Curtis
, Planning and Zoning Coordinator
City of Orono
Post Office Box 66
Crystal Bay, MN 55323
Re: 980 Ferndale Road W
File No. 000139-09000-1 •
File No. 09-3410
Dear Melanie:
We have reviewed the plans for 980 Femdale Road revised 5-12-09. The plans propose to
construct an addition to the existing home. We have the following comments with regards to
engineering matters:
• The total volume of material to be disturbed should be quantified. If the proposed work
will not disturb more than 5,000 SF or 50 CY, it will not be subject to the Wetland
. Ordinance.
• The disturbance of 10 cubic yards within the shore setback zone triggers the need for a
Stormwater Pollution Prevention Plan described in Orono's Land Development Code
. Chapter 79, Section 79-7(c)(1).
If you have any questions, please call me at(651) 604-4894.
� Yours very truly,
. �— � .
Darren Amundsen
Cc: Tom Kellogg
' �-��T
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Exhibit H
Please Note: : �
This Exhibit H is intended to be used as a reference.
There are highlighted sections within which explain the
categories and specific results relating=xto the information
about �Ferndale Marsh shown highlighted in Exhibit G.
4.0 Wetland Inventory and Assessment °Methods
This section summarizes methods utilized to-inventory and assess wefland resources within the
District. The data collected include: wetland location and extent, digital photographs of each wetland,
wetland classification, dominant vegetation, wetland functions, characterization of reference .
wetlands, and identification of potential restoration sites within the District. This section presents the .
process and information used to conduct the functional assessment of wetlands as well as a
discussion on managing and storing the data.
4.1 Wetiand Classification �
During 2001 and 2002, wetlands and potential wetlands greater than 0.25 acres in size within the
District limits were field inspected. The study area is defined.as the furthest extent of the hydrologic
or legal District boundaries. This combined area is referred to as the `District'. The area between the
hydrologic boundary and the tegal boundary is referred to as `Outside of Watershed' Any
discrepancies in total counfs and areas presented in the tables are due�to wetlands that cross
boundaries and are located on either side of the boundary. The Hennepin.Conservation District
Wetland Inventory(HCWI) maps,protected wetland maps,National Wetlands Inventory maps (U.S.
Fish and Wildlife Service, 1989 and 1990), soil survey data (NRCS, 2001a; NRCS, 2001b),parcel
data, and 2000 dig-ital orthoquad color aerial photographs were used as baseline information to help
identify wetland areas.The presence of each wetland was verified in the field and the wetland
functions were assessed using the Minnehaha Creek Routine Assessment Method for Evaluating
Wetland Functions (Appendix B). �
Dominant wetland types in each of the delineated wetlands were classified using the U.S. Fish and
Wildlife Service Circular 39 System (Shaw and Fredine, 1959). Each wetland was also classified
according to the U.S. Fish and Wildlife Service Cowardin System (Cowardin et al., 1979).
4.1.1 Dominant Vegetation
The dominant plant species comprising at least twenty percent or more of the vegetation in each
wetland were identified and recorded, along with rare or infrequently occurring species. For each
species, the scientific name, common name, typical stratum, and regional hydrologic indicator status
in accordance with The National List of Plant Species that Occur in Wetlands (Resource
\\fred\wp�23�27�D06U2eports�Fina1 Report\WeUand_mgmt�lan dft011503.doc 4-1
Management Group, 1999) were recorded for each wetland and are stored in the project Microsoft�
Access database. The definitions of hydrologic indicator status are:
OBL: Obligate Wetland Plants. Plants that occur alrnost always (estimated prabability>99%) in
wetlands under natural conditions,but which may also occur rarely(estimated probability <1%) in
nonwetlands. .
FACW: Facultative Wetland Plants. Plants that occur usually (estimated probability 67% to 99%)in
wetlands, but also occur(estimated probability 1% to 33% in nonwetlands). '
FAC: Facultative Plants. Plants with a similar likelihood (estimated probability 33% to 67%) of
occurring in both wetlands and nonwetlands. • �
FACU: Facultative Upland Plants. Plants that occur sometimes (estimated probability 1°/a to 33%)
in wetlands,but occur more often(estimated probability>67% to 99%) in nonwetlands.
UPL: Obligate Upland Plants. Plants that occur rarely (estimated<1%) in wetlands, but occur
almost always (estimated probability>99%) in nonwetlands under natural conditions.
Note: Categories were originally developed and defined by the USFWS National Wetlands Inventory
and subsequently modified by the National Plant List Panel. The three facultative categories are
subdivided by (+) and (-)modifiers. •
4.1.2 Topographic Setting
Each inventoried wetland was classified by its topographic setting as defined in Minnesota Rules
Chapter 8420.0110 (Wetland Conservaiion Act) based on a field evaluation and review of available
stormwater infrastructure data.
Floodplain wetland: (8420.0110, subp. 19) A floodplain wetland is a wetland ]ocated in the
floodplain of a watercourse, with no well defined inlets or outlets, including tile systems, ditches, or
natural watercourses. This may include the floodplain itself when it exhibits wetland characteristics.
Flow-throush: (8420.0110, subp. 20) A flow-through wetland has a well-defined outlet and one or
more well defined inlets.
Isolated wetland: (8420.0110, subp. 28) An isolated wetland is without a well-defined inlet or
outl et.
\lfredlwp�3�?7\D06\ReporulFinal Report\Wetland_mgmt�lan_dfl011503.doc 4-2
Riverine wetland: (8420.0110, subp.43) A riverine wetland is a wetland contained in the banks of a
channel that may contain moving water or that forms a connecting link between two bodies of
standing water.
Shoreland wetiand:-(8420.0110, subp. 44a) A shoreland wetland is a wetland located along the
shoreline of a lake or edge of a deepwater habitat.
Tributary wetland: (8420.011�, subp. 48) A tributary wetland has a well-def ned outlet but is
lacking a defined inlet.
Other: A wetland that does not fit into one of the three previously mentioned groups.
4.1.3 Circular 39 Wetland Classification
The Wetlands of the United States was published in 1959 by the U.S. Fish and Wildlife Service and is
commonly referred to as "Circular 39" (Shaw and Fredine, 1959). The Circular 39 Classification
System was the first method that the U.S. Fish and Wildlife Service used to classify wetland basins in
the LT.S. It is composed of 20 wetland types of which 9 are found in Minnesota. Wetland plant
-� community types and some common vegetation found in each wetland type are provided in Table G1
` - (Appendix C). A general description of each wetland type is provided below.
4.1.3.1 Type 1: Seasonally Fiooded Basin, Floodplain Forest
Soil is covered with water or is waterlogged during variable seasonal periods but usually is
well-drained during much of the growing season. This type is found both in upland depressions and
in overflow bottomlands. In uplands, basins or flats may be filled with water during periods of heavy
rain or melting snow. �
Vegetation varies greatly according to season and duration of flooding: from bottomland hardwoods
to herbaceous plants. VJhere the water has receded early in the growing season, smartweeds, wild
millet, fall panicum,redroot cyperus, and weeds (i.e. marsh elder, ragweed, and cockleburs) are
likely to occur. Shallow basins that are submerged only very temporarily usually develop little or no
wetland vegetation.
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4.1.3:2 Type 2: Wet Meadow, Fresh Wet Meadow, Wet to Wet-Mesic Prairie, Sedge
Meadow, and Calcareous Fen
Soil is usually without standing water during most of the growing season but is waterlogged within at
least a few inches of the surface. Meadows may fill shallow basins, sloughs, or farmland sags, or
these meadows may border shallow marshes on the landward side. Vegetation includes grasses; .
sedges,rushes and various broad-leaved plants. In the North, representative plants are Carex,rushes,
redtop, reedgrasses,manna grasses, prairie cordgrass, and mints. Other wetland plant community
types include low prairies,'sedge meadows, and calcareous fens.
4.1.3.3 Type 3: Shaliow Marsh �
Soil is usually„waterlogged early durino the growing season and may often be covered with as much '
as 6 inches or more of water. These marshes may nearly fill shallow lake basins or sloughs, or may
border deep marshes on the landward side. These are common as seep areas on irrigated lands.
Vegetation includes grasses, bulrushes, spikerushes, and various other marsh,plants such$s cattails,
arrowliead, pickerelweed, and smartweeds. Common representatives in the��North a're reed,whitetop,
rice cutgrass, Carex, and�giarit burreed.
4.1.3:4 Type 4: Deep Marsh �
_ Soil is usually covered with 6 inches to 3 feet or more of water during the growing season. These •
deep marshes may completely fill shallow lake basins,potholes, limestone sinks and sloughs, or they
may border open water in such depressions. Vegetation includes cattails,reeds,bulrushes,
spikerushes and wild rice. In open areas,pondweeds,naiads, coontail, watermilfoils, waterweeds,
duckweed, water liIies, or spatterdocks may occur. .
4.1.3.5 Type 5: Shallow Open Water
Shallow ponds and reservoirs are included in this type. Water is usually less than 10 feet deep and is
fringed by a border of emergent vegetation similar to open areas of Type 4. Vegetation (mainly at
water depths less than 6 feet), includes pondweeds,naiads, wild celery, coontail, watermilfoils,
muskgrass, waterlilies, and spatterdocks.
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4.1.3.6 Type 6: Shcub Swamp; Shr.ub Carr, Alder Thicket
The soil is usually waterlogged during the growing season and is often covered with as much as 6
inches of water. Shrub swamps occur mostly along sluggish streams and occasionally on flood
plains. Vegetation includes alders, willows, buttonbush, dogwoods and swamp-privet.
4.1.3.7 � Type 7: Wooded Swamps; Hardwood Swamp, Coniferous Swamp
The soil is waterlogged at least to within a few inches of the surface during the growing season and is
often covered with as much as 1 foot of water. Wooded swamps occur mostly along sluggish
streams, on old riverine oxbows, on floodplains, on flat uplands, and in very shallowlake basins.
�'°Forest vegetation includes tamarack, arborvitae (cedar),black spruce,balsam fir,red maple, and
black ash. Northern evergreen swamps usually have a thick ground covering of mosses. Deciduous
swamps frequently support beds of duckweeds, smartweeds, and other herbs.
4.1.3.8 Type 8: Bogs; Coniferous Bogs, Open Bogs
The soil is usually waterlogged and supports a spongy covering of mosses. Bogs occur mostly in
shallow lake basins, on flat uplands and along sluggish streams. Vegetation is woody or herbaceous
, or both. Typical plants are heath shrubs, sphagnum moss, and sedges. In the North, leatherleaf,
Labrador-tea, cranberries, Carex, and cottongrass are often present. Scattered, often stunted;black
spruce, and tamarack may occur in northern bogs. �
4.1.3.9 Type 9Q: Riverine
Riverine Systems (rivers, creeks and streams) are contained in natural or artificial channels
periodically or continuously containing flowing water. Upland islands or Palustrine wetlands may
occur in the channel, but they are not part of the Riverine System.
4.1.4 Cowardin Wetland Classification
The Classification of Wetlands and Deepwater Habitats of the United States was published by the.
U.S. Fish and Wildlife Service in 1979 (Cowardin et al., 1979). This wetland classification .
methodology was used to classify wetlands in the development of the National Wetlands Inventory
maps beginning in the late 1970's and early 1980's (USFWS, 1989 and 1990). The structure of the
classification is hierarchical progressing from Systems and Subsystems, at the most general levels to
� Classes, Subclasses, and Dominance Types at the most specific levels. A comparison of Circular 39.
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and Cowardin wetland,classifications along with the typical Cowardin classification symbols are
provided in Table C.2 (Appendix C).
4.1.4.1 System
The term System refers to a complex of wetlands and deepwater habitats that share the influence of
similar hydrologic, geomorphologic, chemical, or biological factors. The primary systems found in
the District are Palustrine, Lacustrine, and Riverine while Marine and Estuarine Systems not found in
the District. � .
L: Lacustrine (lakes and deep ponds) -Lacustrine Systems include wetlands and deepwater habitats
with all of`the following three characteristics: �
1. Situated in a topographic depression or a dammed river channel;
2. Lacldng trees, shrubs,persistent emergents,.emergent mosses or-lichens with:greater than 3A
percent areal coverage;
3. Total area exceeds 8 hectares (20 acres).
Basins or catchments less than 8 hectares in size are included if they have at]east one of the
following characteristics:
1. A wave-formed or bedrock feature forms all or part of the shoreline boundary; or
2. The catchment has, at low water, a depth greater than 2 meters(6.6 feet) in the deepest part
of the basin.
P: Palustrine (shallow ponds, marshes, swamps and sloughs) -Palustrine Systems include all
nontidal wetlands dominated by trees, shrubs,persistent emergents, emergent mosses or lichens.
R: Riverine (rivers, creeks and streams) -Riverine Systems are contained in natural or artificial
channels periodically or continuously containing flowing water. Upland islands or Palustrine •
wetlands may occur in the channel, but they are not part of the�Riverine System.
4.1.4.2 Subsystem
The term Subsystem refers to a further subdivision of Systems into more specific categories. The
Palustrine System has no subsystems associated with it while Lacushine Systems have two '
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Subsystems and Riverine Systems have four, of which only 3 apply in the Dis�ict). Each Subsystem
is unique for the System to which it applies.
Ll: Limnetic -Extends outward from Littoral boundary and includes deepwater habitats within the
�Lacustrine System.
L2: Littoral -Extends from shoreward boundary to 2 meters (6 feet)below annual low water or to .
the maximum extent of non-persistent emergents, if these grow at greater than 2 meters.
R2: Lower Perennial
R3: Upper Perennial
R4: Intermittent
4.1.4.3 Class, Subclass
The wetland Class is the highest taxonomic unit below the Subsystem level. The Class code describes
the general appearance of the habitat in terms of either the dominant life form of the vegetation or the
physiography and composition of the substrate. Life forms (e.g. trees, shrubs, emergents) are used to
define classes because they are easily recognizable, do not change distribution rapidly, and have
traditionally been used to classify wetlands. Finer differences in life forms are recognized at the
Subclass ]evel. '
Mixed classes are used as sparingly as possible, under two main conditions: (1) The wetland contains
two or more distinct cover types each encompassing at least 30 percent areal coverage of the highest
life form, but is too small in size to allow separate delineation of each cover type; and (2)The
wetland contains 2 or more classes or subclasses each comprising at least 30 percent areal coverage
so evenly interspersed that separate delineation is not possible at the scale used for classification.
Mixed subclasses are also allowed and follow the same rules for mixed classes (Cowardin et al.,
1979).
AB: Aquatic Bed - Includes wetlands and deepwater habitats dominated by plants that grow
principally on or below the surface of the water for most of the growing season in most years.
Subclasses include: AB 1 =Algal,AB2=Aquatic Moss, AB3 =Rooted Vascular, AB4=Floating
Vascular, ABS =Unlrnown Submergent, and AB6=Unknown Surface.
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EM: Emergent - Characterized by erect,�rooted, herbaceous hydrophytes, excluding mosses and
lichens. This vegetation is present for most of the growing season in most years.
Subclasses include: EMl =Persistent (plants that normally remain standing at least until the
beginning of the next growing season), and EM2 =Nonpersistent (plants which fall to the surface of
the substrate or below the surface of the water at the end of the growing season).
FO: Forested -Woody vegetation greater than 6 meters (20 feet) tall.
Subctass determination is based on which type represents more than 50 percent of the areal canopy
coverage during the leaf-on period and Subclasses include: FOl =Broad-leaved Deciduous, F02 =
�Ieedle-leaved Deciduous, F03 =Broad-leaved Evergreen, F04= Needle-leaved Evergreen,FO� _
Dead, F06 =Deciduous, and F07 =Evergreen.
SS: Scrub/Shrub -Woody vegetation less than 6 meters (20 feet) tall. The species include true
shrubs, young trees (saplings) or trees that are small or stunted because of environmental conditions.
Subclass determination is based on which type represents more than 50 percent of the areal canopy
coverage during the leaf-on period and include: SS1 =Broad-leaved Deciduous, SS2 =
Needle-leaved Deciduous, SS3 = Broad-leaved Evergreen, SS4=Needle-leaved Evergreen, SSS =
Dead, SS6=Deciduous (used if deciduous woody vegetation cannot be identified on aerial
photography as either Broad-leaved or Needle-leaved), and SS7 = Evergreen (used if evergreen
woody vegetation cannot be idenrified on aerial photography as either Broad-leaved or
Needle-leaved).
UB: Unconsolidated Bottom-Includes all wetlands and deepwater habitats with at least 25 percent
cover of particles smaller than stones (less than 6-7 cm.), and a vegetative cover less than 30 percent.
4.1.4.4 Water Regime -
Precise description of hydrologic characteristics requires detailed l:nowledge of the duration and
timin� of surface inundation, both yearly and long-term, as wel] as an understanding of groundwater
fluctuations. Because such information is seldom available, the water regimes that, in part,
determine characteristic wetland and deepwater plant and animal communities are described here in
only general terms (Cowardin, et al., 1979). Water regimes are grouped under two major categories,
Tidal and Nontidal. The Tidal Water Regime does not occur in the District so is not described here.
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A: Temporarily Flooded - Surface water present for brief periods during the growing season,but
the water table usually lies well below the soil surface. Plants that grow both in uplands and
wetlands are characteristic of this water regime. The temporarily flooded regime also includes
wetlands where water is present for variable periods without detectable seasonal periodicity. Weeks,
months, or even years may intervene between periods of inundation. The dominant plant
communities under this regime may change as soil moisture conditions change. �
B: Saturated -The substrate is saturated to the surface for extended periods during the growing
season,but surface water is seldom present. �
C: Seasonally Flooded - Surface water is present for extended periods especially early in the
' growing season,but is absent by the end of the growing season in most years. When surface water is
absent,the water table is often near the land-surface. The water table after flooding ceases is highly
variable, extending from saturated to a water table well below the ground surface.
F: Semipermanently Flooded -Surface water persists throughout the growing season in most years.
When surface water is absent, the water table is usually at or very near the land surface. ,
G: Intermittently Exposed - Surface water is present throughout the year except in years of
extreme drought. -
H: Permanently Flooded -Water covers �he land surface throughout the year in all years. �
Vegetation is composed of obligate hydrophytes.
4.1.4.5 Special Modifiers
Many wetlands and deepwater habitats are man-made and natural ones have been modified to some
degree by the activities of man or beavers. Since the nature of these modifications often greatly
influences the character of such habitats, special modifying terms have been included here to
emphasize their importance (Cowardin, et al., 1979).
b: Beaver—Created or modi�ed by a beaver dam.
d: Partly Drained—The water level has been artificially lowered,but he area is still classified as
wetland because soil moisture is sufficient to support hydrophytes. Drained areas are not considered
wetland if they can no longer support hydrophytes.
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f: Farmed—The soil surface has been me�hanically or physically altered for production of crops,
but hydrophytes will become reestablished if farming is discontinued.
h: Diked/Impounded—Created or modified by a barrier or dam which purposefully or
unintentionally obstructs the outflow of water. Both man-made and beaver dams are included.
r: Artificial—Refers to substrates classified as Rock Bottom, Unconsolidated Bottom, Rocky Shore,
and Unconsolidated Shore that were emplaced by hurnans, using either natural materials such as
' dredae spoil or synfhetic materials such as discarded automobiles, tires, or concrete.
s: Spoil—Refers to the placement of spoil materials which have resulted in the establishment of
wetlancl. � •
x: Excavated—Lies within a basin or channel excavated by humans.
4.2 Wetland Functional Assessment Methodology
In order to compile detailed wetland data and assess the functions for thousands of wetlands in less
than two years based on a short field visit to each wetland, a wetland assessment methodology was
needed that would meet several specific goals: •
1. The methodology must allow for rapid assessment of wetlands while maximizing the
integrity and value�of the data.
2. The project was developed with a team of up to 7 wetland scientists conducting field
assessments. To ensure consistency amongst the team, the methodology would have to be
repeatable and minimize reliance on professional judgement.
3. To ensure accuracy, an assessment methodology was sought to incorporate Geographic
Information System (GIS) analyses of those parameters which are not subjective, could be
analyzed using existing data, and did not require field observation (e.g. upland soils, wetland
soils, property ownership, wetland density, etc...)
4. Lastly,with such a large number of wetland resources, a system was needed that could
manage all data within a single database and had the capability of dynamically linking with a
GIS.
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• Numerous wetland assessment methodologies have been developed and utilized over the past couple
of decades. The most common wetland assessment methodology used in Minnesota has been the
Minnesota Routine Assessment Method for Determining Wetland Functions commonly referred to as
"MNRAM." The second version of MNRAM was released in fall, 1998 after a one-year testing
period. None of the existing methodologies sufficiently met the goals established for the project.
However;the MNR.AM 2.0 contained enough of the basic data and concepts�desired to serve as a
, starting point. Using'MNRAM 2.0 and numerous other wetland assessment methodologies, a new
methodology was developed following the general steps outlined below:
l. A list of wetland functions and values which would be evaluated resulting in only minor
modifications to the functions included in MNRAM.
2. A catalog of unique questions was developed that evaluated parameters directly contributing
to determining wetland functions based on scientific research. Instead of leaving questions
vague and requiring the use of professional judgement, questions were compiled which
provided ratings based on clear and concise descriptions of exclusive conditions which could
be consistently applied by professionals of varying education and experience. �
� 3. A list of approximately 64 questions were developed which would characterize the 9 primarily
, wetland functions and 3 primarily wetland values that were chosen.
4. Functional rating formulas were then established (beginning with the basic functiona] rating
� guidance from MNR.AM 2.0) and drawing on concepts from the Hydrogeomorphic Wetland
Assessment Methodologies (HGM) and based on the best scientific data available.
� The Minnehaha Creek Routine Assessment Method for Determining Wetland Functions (McRAM)
was developed by the project team with input from various other wetland professionals.The McRAM
is provided in Appendix B. The entire methodology was programmed into a Microsoft�Access
database to provide the following benefits:
1. Could be used to enter data directly in the field, �
2. Allowed for compilation of large quantities of wetland data,
3. Programmed to easily provide reports by subwatershed, watershed, or city,
4. Will allow for future statistical analyses on.any of the data parameters or functional ratings,
5. T'he ability to alter functional rating formulas based on new scientific research, and
6. Linked to GIS for report preparation, spatial analysis, and daily operational use.
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` 4:2.1 Wetland Functional Summary
.,.,,�-.
. . �
The full text version of the McRAM is provided in Appendix B. The methodology consists of a Iist of
64 questions which are answered independently. Those questions all measure some unique
characteristic of the wetland. The answers to the questions are typically split into three ratings; High,
, Medium, and Low, however some questions are yes/no and six questions written specifically to the .
determine the predominant natur� of groundwater interaction; recharge or discharge. Each rating is �
assigned a value (i.e. exceptional = 2, higli�= 1,medium = 0.5, and low=0.1). Each wetland
functional rating is computed using formulas developed primarily using the Hydrogeomorphic
Assessment Methodologies along with other relationships developed in other wetland assessment
methodologies (Appendix B). Typically, the highest rating for each function will be a value of 1
which is equivalent to a High rating, unless some rather unique characteristics or conditions are
present, whereby a the function could be rated Exceptional. The score ranges for the functional
ratings are as follows:
Exceptional= 1.0 -2.0
High = 0.66— 1.0 �
Medium = 0.33 —0.66
Low =0.1 -0.33
The McRAM assesses the following wetland functions and values:
� 4.2.1.1 Maintenance of Characteristic Vegetative Community
The functional rating is based primarily on the diversity of vegetation within the wetland in
comparison to an undisturbed condition for that wetland type. An exceptional rating results from one
of the following conditions: 1) highly diverse wetlands with virtually no non-native species,2) rare
or critically impaired wetland communities in the watershed, or 3) the presence or previous siting of
rare, threatened, or endangered plant species. A high rating indicates the presence of diverse, native
wetland species and a lack of non-native or invasive species. Wetlands that rate ]ow are primarily
dominated by non-native and/or invasive species.
Maximum Score: 2
4.2.1.2 Maintenance of Hydrologic Regime
A wetland's hydrologic regime or hydroperiod is the seasonal pattern of the wetland water]evel
which is like a hydrologic signature of each wetland type. It defines the rise and fall of a wetland's
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surface and subsurface water. The constancy of the seasonal patterns from year to year ensures a
reasonable stability for the wetland (Mitsch and Gosselink, 2000). The ability of the wetland to
maintain a hydrologic regime characteristic of the wetland type is evaluated based upon wetland soil
and vegetation characteristics, land use within the wetland, land use•within the upland watershed
contributing to the wetland, and wetland outlet configuration. Maintenance of the hydrologic regime
is important for maintaining a characteristic vegetative community, and is closely associated with '
other functions including flood attenuation, water quality and groundwater interaction.
Maximum Score: 2 �
4.2.1.3 Flood/Stormwater Attenuation
A wetland's ability to provide flood storage and/or flood wave attenuation is dependent on many
characteristics of the wetland and contributing watershed. Characteristics of the subwatershed that
affect the wetlands ability to provide flood storage and attenuation include: soil types, land use and
resulting stormwater runoff volume, sediment delivery from the subwatershed, and the abundance of
wetlands and waterbodies in the subwatershed. Wetland characteristics which affect the wetland's
ability to store and or attenuate stormwater include: condition of wetland soils;presence, extent, and
type of wetland vegetation;presence and connectivity of channels; and most importantly outlet .
configuration. Higher rated wetlands will have an unaltered or restricted outlet, undisturbed wetland
soils, dense emergent vegetation without channels, a high proportion of impervious surfaces in the �
subwatershed, large runoff volumes, clayey upland soils, and few wetlands present within the
subwatershed. �
Maximum Score: 1 ,
4.2.1.4 Downstream Water Quality Protection
This rates the wetland's ability and opportunity to protect valuable downstream resources. Valuable
downstream resources include recreational waters and potable water supplies including all of Lake
Minnetonka, Minnehaha Creek and other recreational lakes. The level of functioning is determined
based on runoff characteristics, sedimentation processes,nutrient cycling, and the presence and
location of significant downstream water resources. Runoff characteristics that are evaluated include:
land use and soils in the upstream watershed, the stormwater delivery system to the wetland, and
sediment delivery characteristics. The ability of the wetland to remove sediment from stormwater is
determined by emergent vegetation and overland flow characteristics. A high nutrient removal rating
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indicates dense vegetation and sheet flow to maximize nutrient uptake and residence time within the �•
wetland. The opportunity for a wetland to protect a valuable water resource diminishes with distance
from the wetland so wetlands with valuable waters within 0.5 miles downstream have the greatest
opportunity to provide protection.
. Maximum Score: 1.375 �
4.2.1.5 Maintenance of Wetland Water Quality
The sustainability of a wetland is partially driven by the quality and quantity of stormwater runoff
entering the wetland. The ability of the wetland to sustain its characteristics is evaluated based on
characteristics of the contributing subwatershed and indicators within the wetland. Subwatershed �
conditions which affect the wetland's sustainability in relation to water qua.lity impacts include:
upland land use; sediment delivery characteristics to the wetland; stormwater runoff volumes and
rates; and the extent, condition,and width of upland buffer. Indicators of nutrient loading to the
wetland indicate that a diverse wetland may not be sustainable. Indicators that a wetland has been
affected by nutrient loading include the presence of monotypic vegetation and/or algal blooms.
Maximum Score: 1.17
4.2.1.6 Shoreline Protection
Shoreline protection is evaluated only for those wetlands adjacent to lakes, streams, or deepwater
habitats. The function is rated based on the wetlands opportunity to protect the shoreline; i.e.
wetlands located in areas frequently experiencing large waves and high currents have the best
. opportunity to protect the shore. In addition, shore areas composed of sands and loams with little
vegetation or shallow-rooted vegetation will benefit the most from shoreline wetlands. The wetland
width, vegetative cover, and resistance of the vegetation to erosive forces determine the wetland's
ability to protect the shoreline.
Maximun: Score: 1
4.2.1.7 Ground Water Interaction
The ground water interaction function is the most difficult to assess. Here the most likely type of
ground water interaction is determined, i.e.recharge or discharge, or a combination. In many cases, a
wetland will exhibit both recharge and discharge characteristics, however one is usually more
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dominant. Several wetland and watershed characteristics are evaluated to determine the likely
interaction including: wetland soil type, upland land use, upland soil types and wetland size, wetland
hydroperiod, wetland outlet characteristics, and topographic relief.
4.2.1.8 Maintenance of Characteristic Wildlife Habitat Structure
The ability of a wetland to support various wildlife species is difficult to determine due to the
specific requirements of the many potential wildlife species that utilize wetlands. This function
determines the value of a wetland for wildlife in�a more general sense, and not based on any specific
species. The characteristics evaluated to determine the wildlife habitat function include: vegetative
quality, outlet characteristics (which control hydrologic regime), upland land use, wetland soil type
and conditions, extent of sediment delivery to the wetland, upland buffer, wetland detritus,the
interspersion of wetlands in the area, barriers to wildlife movement, wetland size, and vegetative
interspersion within the wetland. �
Maximum Score: 2 -
4.2.1.9 Maintenance of Characteristic Fishery Habitat
The ability of the wetland to support fisheries is determined based on the hydrologic connectivity to a
native game fishery. Wetlands rated high are lacustrine or riverine and provide spawning/nursery
habita.t, or refuge for native game fish. Low quality wetlands do not have a direct hy'drologic '
connection to a waterbody with a native fishery.
Maximum Score: 2 �
4.2.1.10 Aesthetics/Recreation/Education/Cultural
The aesthetics/recreation/education/cultural and science function and value of each wetland is
evaluated based on the wetland's visibility, accessibility, evidence of recreational uses, evidence of �
human influences (e.g. noise and air pollution) and any known educational or cultural purposes.
Accessibility of the wetland is key to its aesthetic or educational appreciation. While dependent on
accessibility, a wetland's functional level could be evaluated by the view it provides observers.
Distinct contrast between the wetland and surrounding upland may increase its perceived importance.
Also, diversity of wetland types or vegetation communities may increase its functional level as
compared to monotypic open water or vegetation.
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Maximum Score: 2
4.2.1.11 Commercial Uses � ,
Wetland dependent crops include wild rice and cranberries. Other agricultural uses of wetlands may
include hay, pasture/a azing, or row crops such as soybeans or corn. Wetland dependent crops rely �
on the wetland hydrology for some part of their Iife cycle, and thus, are a more natural fit for wetland
use. Haying and grazing are less intrusive agricultural activities than planting and harvesting row
crops and can be utilized more casually when hydrologic conditions permit. Some row crops can be
planted in Type 1 wetlands after spring flooding has ceased and still have adequate time to grow to
maturity. _
Maximum Score: 1
4.2.2 Additional tnformation
In addition to the primary wetland functions and values, wetlands were assessed for three other
characteristics to assist in future wetland management.
4.2.2.1 Wetland Restoration Potential
. The potential for wetland restoration is determined based on the ease with which the wetland could
be restored, the number of landowners within the historic wetland basin,the size of the potential
restoration area, the potential for establishing buffer areas or water quality ponding, and the extent
and type of hydrologic alteration.
Maximum Score: 1
4.2.2.2 Wetland Sensitivity to Stormwater and Urban Development
The sensitivity of the wetland to stormwater and urban development is determined based on guidance
within the Storm-Water and Wetlands:Planning and Evaluation Guidelines for Addressing Potential
Impacts of Urban Storm-Water and Snow-Melt Runoff on Wetlands, State of Ivlinnesota Storm-Water
Advisory Group, June, 1997.
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4.2.2.3 � Additional Stormwater Treatment Needs
1'his rates the sustainability of the wetland with regard to stormwater discharges to the wetland. The
need for additional stormwater treatment prior to discharge to the wetland is rated based on the
overall rating for Maintenance of Wetland Water Quality. If a wetland is severely degraded by
stormwater inputs, the rating will be low, since a diverse, high quality wetland will not be
sustainable.
4.3 Critical Wetland Resources
Wetlands in the District were evaluated for designation as critical resources based on several features
� defined in Minnesota Statutes. These critical wetland resources should classified into a preservation
management class due to their special functions. Criteria for designating wetlands as critical
resources are as follows:
• Outstanding Resource Value Waters (Minn. Rules 7050.0180)
• Designated Scientific and Natural Areas (Minn. Rules 86A.05)
• Wetlands with lmown occurrences of Threatened or Endangered Species (Minn. Stat.
84.0895)
• State Wildlife Management Areas (Minn. Stat. 86A.05, subpart 8) •
• State Aquatic Management Areas (Minn. Stat. 86A.05, subpart 14).
• Calcareous fens (MN Rules 8420.1010 through 8420.1060). "
• High priority areas for wetland preservation; enhancement, restoration and establishment
(MN Rules 8420.0350, subpart 2).
• Designated Historic or Archaeological Sites
4.3.1 Outstanding Resource Value Waters
"Outstanding resource value waters" are defined in MN Rules 7050.0180 as waters within the
Boundary Waters Canoe Area Wilderness; Voyageur's National Park; and Department of Natural
Resources designated scientifia and natural areas; wild, scenic, and recreational river segments; Lake
Superior; those portions of the Mississippi River from Lake Itasca to the southerly boundary of
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Morrison County that are included in the Mississippi Headwaters Board comprehensive plan dated
February 12, 1981; and other waters of the state with high water quality, wilderness characteristics, _
unique scientific or ecological significance,exceptional recreational value, or other special qualities
which warrant siringent protection from pollution.
One Scientific and Natural Area (SNA) is designated in, Subp. 4, Wolsfeld Woods. One�additional
SNA, Wood-RiIl SNA, which is listed in A Guide to Minnesota's Scientific and Natural Areas
(MnDNR, 1999), is also present within the District. Based on a review of ORVWs in MN Rules
7050.0180, there are no wild, scenic, or recreational river segments, no calcareous fens, and no Iake
trout lakes. There are no wetlands designated or associated with ORVWs in the District.
The watersheds included in the Functional Assessment of Wetlands within the Minnehaha Creek
Watershed District (FAW within the MCWD) do not lie within the areas described within this
definition of"outstanding resource value waters".
4.3.2 Calcareous Fens
Calcareous fen are defined in MN Rules 8420.1020 as peat-accumulating wetlands dominated by
distinct groundwater inflows having specific chemical characteristics. T'he water is characterized as
circumneutral to alkaline, with high concentrations of calcium and low dissolved oxygen content.
The chemistry provides an environment for specific and often rare hydrophytic plants (MN Rules
8420.1020). Minnesota Rules 8420 to 1010-1070 sets out minimum standards and criteria for the
identification, protection, and management of calcareous fens as authorized by Minnesota Statutes,
section 103G.223. The MnDNR is charged with identifying and maintaining a Iist of calcareous fens
in the state. The MnDNR's database of calcareous fens (MnDNR,-1995) does not list any fens in
Hennepin County and only one in Carver County; Seminary Fen in southern Chanhassen. The listings
in the Classifications for Waters in Major Surface (MN Rtiles 7050.0470) does not list any calcareous
fens within the District nor does the rules for Nondegradation of Outstanding Resource Value Waters
(MN Rules 7050.0180, Subp. 6). Finally, no calcareous fens were identified during the field
assessments within the District.
4.3.3 Scienfific and Natural Areas
State scientific and natural areas (SNA) are established to protect and perpetuate, in an undisturbed
natural state, those natural features which possess exceptional scientific or educational value (MN
Statutes 86A.05).. This may include but are not limited to any of the following features: geological
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processes; significant fossil evidence, an undisturbed plant community, an ecological community .
significantly illustrating the process of succession and restoration to natural condition folloWing
disruptive change; a habitat supporting a vanishing,rare, endangered, or restricted species of plant or
animal; a relict flora or fauna persisting from an earlier period; or a seasonal haven for
concentrations of birds and animals, or a vantage point for observing concentrated populations, such
• as a constrieted migration route. The area should embrace an area large enough to permit effective
research or educational functions and to preserve the inherent natural values of the area.
There are two SNAs in the District; Wolsfeld Woods SNA and Wood-Rill SNA. Wolsfeld Woods
SNA is a 221 acre site located on Brown Rd and Co Hwy 6 in Hennepin Gounty Township 118N
Range 23W Section 26. Wood-Rill SNA is a 150 acre site located in Orono on Old Long Lake Road
in Hennepin County, Township 118N Range 23W Section 35 (Figure 4.1).
Wolsfeld Woods is a premier example of the original "Big Woods," that once covered the south
central part of the state. This large, mature stand of hardwoods covers gently rolling hills with a wide
variety of tree species including red oak, ironwood,butternut, maple, elm, and basswood. Trilliums,
hepatica,bloodroot, and dutchman's breeches grow on the forest floor(MnDNR, 1999). A total of 13
wetlands were identified and assessed completely or partially within Wolsfeld Woods. All of the
wetlands except one are classified as forested wetland and the other is classified as a shallow marsh
(Table 4.1). Six of the wetlands are rated as having Exceptional Vegetative Diversity/Integrity and
ten are rated Exceptional for Aesthetics/Recreation/Cultural/Education.
Wood-Rill is a sizeable remnant of the original "Big Woods," within the steep hills of the St. Croix
moraine. This undisturbed old-growth maple-basswood forest varies from 120 to 400 years old. An ,
upland canopy of red oak, basswood, sugar maple, and white oak. A lake, ponds, wet meadows—
glacial legacy of ice block wetlands—lie scattered about the site (MnDNR, 1999). A total of 17
wetlands were identified and assessed completely or partially within Wood-Rill. The wetlands are
primarily classified as forested, wet meadow, shallow marsh wetlands (Table 4.1). Four wetlands
were rated with Exceptional and four with High Vegetative Diversity/Integrity. Thirteen of the
seventeen wetlands are rated as having Exceptional Aesthetics/Recreation/Cultural/Education.
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4.3.4 Habitat for Species Designated as Endangered, Threatened or of<,Special
Concern
Endangered and threatened plant and animal species are protected in Minnesota as specified in MN
Statutes 84.089�. In MN Statutes, Subp. 3, specie§of wild animal or plant are designated as:
1. Endangered, if the species is threatened with extinction throughout all or a significant portion of ,
its range; or ,
2. Threatened, if the species is likely to become endangered within the foreseeable future
throughout all or a significant portion of its range; or
3. Species of special concern, if although the species is not endangered or threatened, it is
extremely uncommon in this state, or has unique or highly specific habitat requirements and
deserves careful monitoring of its status.
In 1987, the Minnesota County Biological Survey (MCBS) began a systematic survey of rare
• biological features. The goal of the MCBS is to identify significant natural areas and to collect and
interpret data on the disiribution and ecology of rare plants,rare animals, and native plant
communities. The MCBS data for Hennepin and Carver Counties were examined for sites with '
moderate, high and outstanding biologic diversity significance. None of these were found in the
District, all mapped sites were rated below the minitnum biodiversity significance threshold. �
The Minnesota Department of Natural Resources Natural Heritage and Nongarne Research Program
(Natural Heritage Program) collects, manages, and interprets information about nongame animals, -
native plants, and plant communities to promote the wise stewardship of these resources. The Natural
Heritage Program has developed a ranking system that is intended to reflect the extent and condition
. of natural communities and species in Minnesota. These `state ranks' have no legal ramifications,
they are used by the Natural Heritage Program to set priorities for research and for conservation
planning. They are grouped as follows:
State Element Rank:
S1: Critically imperiled in the state because of extreme rarity.
S2: Imperiled in state because of rarity.
S3: Rare or uncommon in state.
\\fred\wp�23�27\D06\Reports�Final Report\Wetland_mgmt_plan dft011503.doc � 4-,�O
S4: Apparently secure in state.
S5: Demonstrably secure in state.
SH: Of historical occurrence in the state, perhaps having not been verified in the past 20 years, and
suspected to be still extant.
SN: Regularly occurring, usually migratory and typically nonbreeding species for which no
significant or effective habitat conservation measures can be taken in the state.
SR: Reported from the state,but without persuasive documentation which would provide a basis for
either accepting or rejecting the report.
SRF: Reported falsely.
SU: Undetermined. Possibly in peril in the state but status uncertain; need more information.
SX: Extirpated within the state.
,
The Natural Heritage Program information database was utilized to conduct a spatial analysis for all
wetlands within 500 feet of any endangered,threatened,or special concern species sightings in the
District. The list of species,the subwatershed location, legal protection status, state element rank and
county are shown in Table 43.'The number of wetlands located within 500 feet of documented
occurrences of endangered,threatened, or special concern species within each subwatershed is shown
in Table 4.2. •
A total of 88 natural community elements are shown within the District on the Minnesota Heritage
Program database. None of the mapped natural communities within the District are ranked S 1
(critically imperiled),but 50 of those 88 communities are ranked S2 (imperiled in state because of
rarity). A total of 18 of the 50 communities ranked S2 are located within Wolsfeld Woods or Wood
Rill SNAs. A total of 74 wetlands were identified and assessed completely or partially within those
imperiled natural communities with the majority comprised of Type 2, 3, and 7 wetlands (Table 4.4).
4.3.5 State Wiidlife Management Areas
State wildlife management areas are established to protect those lands and waters which have a high
potential for wildlife production and to develop and manage these lands and waters for the
production of wildlife, for public hunting, fishing, and trapping, and for other compatible outdoor
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recreational uses (MN Statute 86A.05, subpart 8). State wildlife management areas satisfy the
following criteria:
1. Includes appropriate wildlife lands and habitat, including but not timited to marsh or wetlands
and the margins thereof, ponds, Iakes, stream bottomlands, and uplands, which permit the
- propagation and management of a substantial population of the desired wildlife species; and
2. Includes an area large enough to ensure adequate wildlife management and regulation of the
permitted recreational uses. �
No State wildlife management areas are shown within the District on the MnDNR Wildlife
Management Areas Map (MnDNR, 1999, http://www.dnr.state.mn.us/maps/compass.html).
4.3.6 Aquatic,Management Areas
Minnesota Statutes 86A.05, Subpart 14, allows for the establishment of aquatic management areas to
protect, develop, and manage lakes, rivers, streams, and adjacent wetlands and lands that are critical
for fish and other aquatic life, for water quality, and for their intrinsic biological value, public
� fishing, or other compatible outdoor recreational uses. Aquatic management areas may be
established to protect wetland areas under ten acres that are donated to the department of natural
resources. Aquatic management areas must meet one or more of the following criteria:
1. Provides angler or management access;
2. Protects fish spawning, rearing, or other unique habitat;
3. Protects aquatic wildlife feeding and nesting areas; �
4. Protects critical shoreline habitat; or
5. Provides a site for research on natural history.
No aquatic management areas have been established in Hennepin or Carver County, and thus none
exist within the District (Ellison, D. 2001)
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4.3.7 High-Priority Areas for Wettand Preservation, Enhancement, &
Restoration .
Minnesota Rules 8420.0350, Subp. 2 states that water management plans prepared by water
management organizations in the metropolitan areas under Minnesota Statutes, section 103B.231
must identify those areas that qualify as high priority areas for wetland preservation, enhancement,
restoration, and establishment. These priority ar.eas shall be included in the next scheduled.water
management plan update. Plans should give strong consideration to identifying as high priority areas,
minor watersheds having less than 50 percent of their original wetland acreages, and intact wetlands,
diminished wetlands, and the areas once occupied by wetlands that have been diminished or
eliminated and could feasibly be restored taking into account the present hydrology and use of the
area. Plans should give strong consideration to identifying as high priority areas all type 1 or 2
wetlands, and other wetlands at risk of being lost by permanent conversion to other uses. When
individual wetlands are identified as high priority for preservation and restoration,the high priority
area shall include the wetland and an adjacent buffer strip not less than 16.5 feet wide around the
perimeter of the wetland and may include up to four acres of upland for each wetland acre.
Plans may identify additional high priority areas where preservation, enhancement,restoration, and
establishment of wetlands would have high public value by providing benefits for water quality,
flood water retention,public recreation, commercial use, and other public uses. High priority areas
should be delineated by minor or major watershed. (MN Rules 8420.0350, Subp. 2). •
The entire District lies within counties which are designated to have lost more than 50�percent of the
� original wetland areas. The eastern half of the District could be considered fully developed so
wetland restoration opportunities are limited. However much of the outlying areas within the eastern
half of the District remain in land uses of low-density development�and agriculture. Within those
areas, wetland restoration opportunities were identified and rated during the field assessments. A
total of 464 potential wetland restoration sites were identified within the District. The ratings for
each wetland are included in the Wetland Functional Assessment Summary tables presented for each
city in Section 5.0. The wetlands are categorized by Wetland ID within each ciTy. A total of 63
wetlands within the District are Type 1 or Type 2 wetlands with Vegetative Diversity/Integrity
ratings of high or exceptional. These wetlands could be considered for high priority status based on
the criteria established in MN Rules 8420.0350, Subp. 2 (Table 4.5).
\\fred\wp�23�27�D06Vteports�Fina1 Report\Wetland mgmt�lan dft011503.doc 4-23
4.4 'Miscellaneous Government Wetiand Requirements
Attempts were made to collect aIl relevant local, county, state, and federal wetland requirements and
water resources agreements that would affect the Minnehaha Creek Watershed District. While there
are existing local, state, and federal ordinances, laws, and rules related to wetlands, efforts to compile
all of this information was not possible due to a lack of response. All of the ]aws, statutes, and
ordinances are subject to change, and do frequentIy change, so reciting the current status of aI] of .
those laws here did not seem appropriate. Similarly, requests were made for informarion on local
water resources and wetland maintenance and monitoring agreements,but virtually no information
was provided.
4.5 Identifying and Mapping Permitted Wetfand Mitigation Sites
All local government units with jurisdiction over the Wetland Conservation Act within the District
were contacted in an attempt to compile permitted wetland mitigation data. During these discussions,
it became clear that tracking wetland mitigation sites is a difficult and imperfect task. The Board of
Water and Soil Resources (BWSR) collects a minimal amount of data regarding administration of the
Wetland Conservation Act from local government units at the end of each year. Typically this
information is not tracked well throughout the year and is only compiled when the BWSR requests it.
It may be helpful for all local government units to have a standardized database of information
(including a Geographic Information System component) that should be collected on each project
which could then be submitted to one central database manager, such as BWSR. This would make the
task of locating wetland mitigation sites more straightforward. �
\\tred\wp�23�27�D06�Reports�Final Report\Wetland memt�lan_dft011503.doc 4-?4
' ������ Pc EXn�brt i
• : ���� �� ����I� P�RM6Ti TYPE:
275f� Kelley Parkway- P.O. Box 66 F:'_i'i�i?T h;::�;
Permit Number:
Crystal Bay, Minnesota 55323 � t-`�"'�!
(612) 473-7357 Date Issued: ` ,1 _, ,��_,
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SI�� A�IDRE�S:
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� 'Total Fee: $ Date Received: �
Entered By: ,�ij , Pemut#: !�2�7
� CITY�OF ORONO - BUII�DING PERMIT APPLICATION
A11 informa�ion must be submitted in full before plan review will be started.
��• _ ase print all information) �
-°--�=--�----��-�-----���------- --�----- - -------------------------=---- ----
THE APPLICANT IS: (circle one) OWNE OR CONTRACTOR � '
JOB SITE ADDRESS: �� �, {-�.I�-���C.� ZIP: S 3
NAN� OF OWN�R: C��.O � �"jP�� IC,S .:PHONE: (home) ? 3 " �3 �
(work)
MAILING ADDRESS: � � CITY: ZIP:
CONTRACTOR: PHONE:
CONTACT PERSON: � MOBILE/PAGER: �
MAII�ING ADDRESS: CITY: ZIP:
STATE LICENSE: # •
ARCHITECT/ENGINEER: PHONE: � '
MAILING ADDRESS: CITY: ZIP:
NAME: REGISTRATION#
TYPE OF WORK: New Addition Accessory Structure
I�Zove Remodel/Alteration Land Alteration �
PROPOSED WORK(describe in detain: �
STORIES: SQ. FEET OF EACH FLOOR:
NO. OF BEDROOMS: � GARAGE STALLS: ATT. DET. �
ESTIl1�'IATED CONSTRUCTION VALUATION (excluding land): $ �� � ' � � �
I hereby apply for a building pernut and I acknowledge that the information above is complete and
accurate; that the work will be in conformance with the ordinances and codes of the City and with
the State Building Code; that I understand this is not a permit and work is not to start �vithout a
permit; and that the work wiil be ' accordance with the ap r ved plan.
APPLICANT'S SIGNA `� DATE: � �' �3 — � 0
NOTE! Parade o,�'Homes events require sep rate permit approval by Police Department and
C`ity Council 60 days prior to the event. Non permitted events will not be allowed.
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. 2750 Kelley Parkway- P.O. Box 66 ="`i;_{`=`"-
� Crystal Bay, Minnesota 55323 Permit Number: _ _ : _�:�°�_ +�
(612)473-7357 Date issued: _ _ , _ _.. _. _.
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Total Fee: $ �7�� Date Received: � — (0 �� �
Entered By: Permit#: 1'C�8 S� %
C OF ORONO - BUII,DING PERMIT APPLICATION
All information must be submitted in full before.plan review will be started.
(please ' t all information) �
---------��`�U L�_�.���Q I�'� -- ---------�---=---_�-_- ------------------- -
THE APPLICANT IS: (circle one) WNE^R�R CONTR.ACTOR �
JOB SITE ADDRESS: ��'l0 W � � E 42��J i4 L E i2� ZIP: S�S 3`�1 1
NAME OF OWNER:C.�fl-��-- � C O cn� L�y .�fLD�IL�HONE: (home) �f ?3-� 3� �
(work) �3�f-2 -Z9 co�
MAILING ADDRESS: CITY: � Z�:
CONTRACTOR: PA���
CONTACT PERSON: � MOBILE/PAGER:
MAILING ADDRESS: CITY: ZIP:
STATE LICENSE: # �
. ;..�
� � ARCHITECT/ENGINEER: � �PHONE: � � � .
MAILING ADDRESS: CTTY: ZIP:
NAME: REGISTRATION#
TYPE OF WORK: New . Addition Accessory Structure �
Move � Remodel/Alteration Land Alteration
^ � .
PROPOSED�VORK(describe in detai�: t�r�%���
jlQ � � x ( ( ' (�" -
STORIES: � . ,�`�Q.FEET OF EACH FLOOR:
� NO. OF BEDROOMS: l_/ GARAGE STALLS: ATT.� DET. � .
ESTIMATED CONSTRUCTION VALUATION (excluding land): $ �S�d ' I d�� --
I hereby apply for a building permit and I acl�owledge that the information above is complete and
accurate; that the work will be in conformance with the ordi.nances and codes of the City and with
the State Building Code; that I understand this is not a permit and work is not to start without a �-
perinit; and that the work will be in accordance with the a roved plan. ,
APPLICANT'S SIGNATURE ' 4 �� DATE: � ' (� � l 6
NOTE! Parade �Flomes events require separate permit approval by Police Deparlment and
� City Council 60 days prior to the event. Non permitted events will not be allowed.
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' RUN DATE: 5/4/2009 HENNEPIN Cuvi�TY PROPERTY INFORMATION SYSTEM(PROPERTY OW1vr:.tS LIS'1� PC EXlllblt J
38 02-117-23 43 0021 38 02-117-23 43 0029 38 02-117-23 43 0031
JANE B NELSON TRUSTEE KAREN E MCCOURTNEY TRUSTEE T P OWENS&R M OWENS
]065 FERNDALE RD W ]055 FERNDALE RD W 1070 FERNDALE RD W
J B NELSON TRUSTEE KAREN E MC COURTNEY TTMOTHY P OWENS
]065 FERNDALE RD W ]O55 FERNDALE RD W 1070 FERNDALE RD W
WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391
38 02-117-23 43 0032 38 02-117-23 44 0010 38 02-117-23 44 0017
C&J FLOYD J C&J T BROOKS � C&J FLOYD
960 FERNDALE RD W 905 FERNDALE RD W 960 FERND({LE RD W
CHARLES P&JOAN M FLOYD JOHN C&JOAN T BROOKS DR&MRS CHARLES P FLOYD
960 FERNDALE RD W ' 905 FERNDALE RD W 960 FERNDALE RD W
WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391
38 02-117-23 44 0028 38 02-117-23 44 0029 �
TI-IE NA'NRE CONSERVANCY • JACK W SAFAR
38 ADDRESS LiNASSIGNED 980 FERNDALE RD W
NATURECONSERVANCY JACK W SAFAR �
1101 WEST RIVER PKWY 980 FERNDALE RD W -
SUITE 200 WAYZATA MN 55391
MINNEAPOLIS MN 55415
I CERTIFY THAT T'HE FAC1'S REPRES RE A ACC �AND TR RESENTATION OF INFORMATION
AS IT APP Y �T�IIS,D�I,TE ON Tf� O AYE S DEPARTMENT.
DATE:� 4 �uu9 sv:
�— _ � .�
ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM
�' /�ct%d OG✓�G.�1. O�O �.lNt �. (.rJ.
I (we) iH of � T�e i�
� [print name(s)] [print address]
• have reviewed -the� plans for the proposed improvement or proposed use of the property located at
q g0 �eind�.ft «.�1•1�1 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.
��,s�--- -� /�'- Qy
Property Owner Date '
D
Property Owner Date �
*«****.*«*****«�**«.**«�**«.�**..***«„*.�**«,.**««*********,.«**.***.**«*�*******�**««*«**«***..«***..,.*«,.*�*«*..,.�*********,�*«*««.*«,t
I (we) of
[print name(s)] [print address] "
have reviewed the plans for the proposed improvemenf or proposed use of the property located at
also referred to as Land Use Application No. �
I (we) understand that in execufrng this acknowledgement, I (we) am (are) not asked to declare�=approval or
disapproval of the property or use but merely to confi�m 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 informafion 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.
- 16-
'✓�� C � PC Exhibit K
� �
� Hennep�n County Ma�l�ng .Label Map
Provided By: Taxpayer Services Department
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For more information contact: Print Date• 5/4/2009
Hennepin County GIS Division • Map Lege�nd:
300 South 6th Street Mdp SCdl2: 1" = 171'
Minneapolis,MN 55487 BUff@f SiZ@: 150 feet
gis.info@co.hennepin.mn.us '�;e`�;� �dtel' � hlliajof Roads
�`� Parlc hVinor Roads
Map Comments: _ _
Parce l ��
� Buffer Region Y� _.`���� �
� -Type Comments Here- '
`����'�F Selected Parcels �� i
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Date Application Received: 5/20/09
. Date Application Considered as Complete: 6/8/09
120 Day Review Period Expires: 10/6/09
, To: Chair Kempf and Planning Commission Members
From: Evelyn Turner, City Planner ' .
Date: June 22, 2009
Subject: 09-3412 Courtney Scott LeNeave on behalf of Cortney Wayne LeNeave
360 Wakefield Road- Sketch Plan
Public Hearing
-----------------------------------------------------------------------------------
Application Summary: Mr. LeNeave requests comments on a sketch plan to divide this
ro erty into two lots.
Staff Recommendation: The Planning Commission should carefully review the
Applicant's submittals and consider whether the proposed development meets the City's
goals for the rural area, and identify any issues the applicant should address with the
reliminary lat a lication.
' Pertinent Zoning Ordinance Sections
Sec. 82-85. Sketch plan.
(a) Purpose. The sketch plan is an initial presenta.tion of the subdivider's intention
and serves as the basis for conceptual discussion between the city and the subdivider
and provides beneficial savings for the subdivider. �
(b) Requirements. A sketch plan review may be completed for all class I and II
subdivision applications. A sketch plan review shall be completed for all class III
subdivision applications prior to the city's accepting any preliminary plat
applications.
(d) Sketch plan review and recommendations.
(1) Sketch plan review. The planning commission shall study the sketch
plan, taking into consideration the requirements of this chapter and the best
use of the land being subdivided. Particular attention will be given to the
location, arrangement and size of lots,parkland dedication, the further
development of adjoining lands as yet unsubdivided, and the requirements of
. chapter 78 and the comprehensive municipal plan.
(2) Recommendations to the subdivider. After reviewing and discussing the
sketch plan,the planning commission and/or zoning administrator will advise
_ _ in�a general manner the subdivider of the changes or additions, if any, which-. .
will be required in the layout, and the character and extent of required � �
. improvements and dedications which will be required as a prerequisite to the
approval of the preliminary plat. The planning commission may require
additional changes as a result of fiu-ther shtdy of the preliminary subdivision.
N
� #09-3412 '
June 22,2009
Page 2 of 3
Sec. 78-1609. Removal of lands from the wetlands overlay district. .
(a) Removal of wetlands from a wetland overlay district (i.e. by filling, etc)requires
a zoning amendment and an amendment of the official city wetland map. The
. amendments must be made pursuant to the provisions of section 78-43 of this chapter
� and WCA replacement rules. These amendments must be consistent with the purpose �
of this article,the city's surface water management plan and the goals and policies of -.
' the community management plan. In determining the appropriateness of a rezoning
req�est, the city council will consider the size of the wetland overlay district;the
magnitude of the area proposed for removal, hydrological and ecological effects and
the type and function of wetlands involved in order to provide the maximum feasible
protection. .
(b) Wetlands within an overlay district may only be removed according to Wetland �
Conservation Act rules and if at least an equal area of wetland replacement is created
to compensate for the wetland being filled. Unless otherwise approved by the city �
council, compensatory wetland area must be provided within Orono and within the
same subwatershed(Painter's Creek, Long Lake Creek, Classen Creek, Lake
. Minnetonka) as the wetland being altered, if available.
� List of Exhibits
A. Application .
B. Area Map
C. Sketch Plan
D. Notice of Wetland Conservation Act Decision
E. Preliminary Plat Requirements and Estimate of Fees
--------------------------------------------------------------------------------------
SITE ANALYSIS
Size: 7.07 acres
Comnrehensive Plan Designation: Rural Residential, one unit per two acres •
Zonin�: One Family Rura1 Residential- 1B (RR-1B) �
Wetlands: There are two wetlands on the property. A wetland delineation has been
' completed and accepted by the Minnehaha Creek Watershed District(MCWD). (See Exhibit
D.)
Ve�etation: Outside the wetlands the property is wooded.
Historv: The property is a lot and two outlots in the Wakefield Farms 2°d Addition,which
was platted in 1981. A condition of the plat was that the outlots be conveyed to the owner of
430 V�akefield Road and combined with the main lot into one tax parcel. The conveyance �
, did not happen. The outlots went tax forfeit and in 1991 were offered for sale to the adjacent
property owners. 360 Wakefield Road purchased them.
,
` #09-3412
June 22,2009
Page 3 of 3
SKETCH PLAN ANALYSIS
Lot Area/Width:
Re uired Lot 1 Lot 2
Lot Area 2 acres * 4.15 acres** 2.92 acres**
Lot Width 200 feet 225 feet 250 feet
Lot De th As necessary 550 feet 550 feet
' *excluding wetland**includes wetland
The preliminary plat will need to demonstrate that each lot contains two contiguous acres that
are not wetland.
Circulation: Access for Lot 1 would remain as is. A new driveway would provide access
for Lot 2. It appears this driveway will need fo meander to reduce its slope to the maximum
allowed 10 percent. �
Wetland: Approximately 5,900 squaxe feet of wetland is proposed to be filled to provide a
driveway to the new lot. This will require a rezoning to remove that portion of the property
from the wetland overlay district and to add the mitigation area to the wetland overlay
district. A permit from the MCWD will also be required. This permit should be obtained
before an application is made for city approval of the fill and preliminary plat. While the fill
requires both City and MCWD approval,the MCWD approval is narrower in scope (i.e. only
the fill) so it should come first. Staff required a sketch plan with a public hearing because of
the wetland fill proposed.
Utilities: Septic Systems and Private Wells. The preliminary plat application must include
certification of the existing septic system and an alternate drainfield location(or a primary
and alternate drainfield location for this lot)plus primary and alternate septic locations for
the new lot.
PLANNING COMMISSION ACTION REQUESTED
Planning Commission is requested to review the applicant's submittals and identify any
specific issues that need to be addressed if the application moves forward. As a sketch plan,
this review process should not result in any formal motion or commitment to any approvals,
and no vote should be taken. Staff intends to ask Council to review the proposal.
,
r.-_ _
�
� f,a
City of Orono
Subdivision Application �
Street Address: Application# ' � Z
,�`�� 2750 Kelley Parkway Date Received: S Q
y Orono, MN 55356 Amount Paid: -� 3
0 � , Staff: e�- '
Main: 952-249-4600 Fee: � .��}
� � � fax: 952-249-4616 RenewaL
�� �tii5' Mailing Address:
��'ESHO�'� P.O. Box 66 CJ����, h Q��� ,
Crystal Bay, MN 55323-0066
. This application form must b.e completed in full.
PROPERTY INFORMATION:
Site Address: �j(oO I,t}a.�Ce�,�f�l Rd �ro��o, i71N 5�5.�j
Property Identification Number(PIN): �'�- ��3-3`-pp�� �-��g�a3-ay-c�oo7i 3!n-Ilfc--aZ3-3l-OG//�
(Attach legal description to application if not included on the survey.)
Date Property Acquired (month/year): f� Abstract or❑ Torrens, please check one
Present use of property: j�Residential ❑ Other
Zoning District: R�- I R .
APPLICANT FORMATIOf�: (Complete legal names and marital status required for each interested party)
Name: ���i,.� .Stdtr Lcdl.�a��c�c-. ��...�,;�,.0
Phone (home): 3 - 7 $- G G Phone work): / Z • -- S/ J
Address: � 9 S— 38n �4�� .V. / � �c! S
Email: e cadl. w . co Fax: G /2- 339- S'/So
OWNER INFORMATION: (Complete legal names and marital status required for each interested party)
� Name: �'vr�i«y G�u,y�,.� LcNeri�.
Phone (home): QS"2 7 3- Z�a 8 Phone(work): SZ - )3 -2 ua 8
Address: 3(pp W�� .�!d /2� . b�o•s.o .. M� WQVZLt�0. .�`54�A�
Email: � Fax:
EXISTING LAND USE:
Number of Tax Parcels: 3
Development Size: 3;/�, Acres Dry Land
/, � Acres Wet Land
'7�p� Acres TOTAL, all parcels
Present Use (check one) '� Residential; Number of Units: �
� Other: (Specify)
PresentZoning District �- f �
Proposal:
❑ Division for Tax Purposes
❑ Lot Line Rearrangement Only (no new building sites) � �
. .�( Subdivision for New Building Sites �
� Number of Building Sites ( � Existing Units �
� New Units
Total Units �
Proposed Gross Density � Units per 3;�_ Acres
Minimum Lot Size a7,$� Square Feet Dry Buildable Land
Proposed Use(check) � Residential
❑ Other(specify)
10
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. ,
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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 Sunrey.
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 6th 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
y( Sketch Plan Review(Class I, II & III) $350.00 �3�p,oa
Subdivision of a Lot Line Rearrangement$700.00
Subdivision Application (Class I & II) $700.00
Preliminary Subdivision Application $850.00+$30.00/lot(Class III &all non-residential)
Final Plat Application (Class III)$600.00, PLUS legal and engineering 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 $350.00
B. Special Improvement Fees: ,
Proposed Private Roads$650.00+ $.50 per lineal foot; lin. ft. x.50 =$
Proposed Public Roads$950.00+ $.50 per lineal foot; lin. ft. x.50 = $
Request for City to Accept Existing Private Road $950.00
Proposed Sanitary Sewer Main Extension $275.00+$25/stub
Proposed Watermain Extension $275.00 + $25/stub
Proposed Storm Sewer System (excluding culverts)$250.00
On-Site System, Site Evaluation Review(applicable to rural subdivisions)$60/per lot x_new lots
C. Flexible Application Fees/Miscellaneous Fees
Variance$700.00 �
Vacation of Public Road $100 per benefiting property ($700 minimum per application)
Easement Vacation Associated with a Subdivision $200.00
PRD Application with Subdivision $35.00 per dwelling unit
The applicant hereby agrees to provide all information required or requested 6y Planning Department Staff, City
Engineer, City Attorney, Planning Commission and Council necessary to process this application and further agrees to
pay all additional fees establishe y ordinance. .
Applicant's Signature: Date: s I p Z.o a�
Owner's Signature: Date: S`�2���
Applicant must have all ubmittals into the i Offi 25 ays before the Planning Commission meeting. Planning �
Commission meetings are held on the thir M day f eac month. Applicants must be present at all scheduled review
meetings of the Planning Commission and ouncil. f an plicant is unable to attend a scheduled meeting, please make
arrangements to have an authorized agent attend in r place and to advise the City Planner assigned to your project of
this change prior to the meeting.
11 �
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Name and Address of Local Government Unit: cp�N���II�JE'F
Minnehaha Creek Watershed District .- s/(J/�O T��G
18202 Minnetonka Blvd ��T 8?OQ9
Deephaven, MN 55391 Y�FpRp��,
Name of Applicant: Cortnev LeNeave Project Name: 360 Wakefield Rd
Application Number: W09-OS �
Type of Application(check one): ❑ Exemption
� ❑ No Loss
❑ Replacement Plan
❑ Banking Plan . ,�:, `'. .
. � � Wetland Boundary/Type
Date of Decision: 6/4/09 .
Check One: � Approved
_ ❑ AppTOVed W1th COnditi0ns (see note on page 2 regarding use of wetland banking credits) ,
❑ Denied �
Summary Of Project/Decision(indicate exemption number per MN Rule 8420.0122,if applicable): A wetland
boundarv at360 Wakefield Rd in Orono(PID#3611823310015,3611823310016, and 36118232400071
was delineatedbv McCombs Frank Roos Associates.Inc on May 22, 2009. Two wetlands were delineated �w•
on the parcels The boundaries as flag�ed in the field and labeled in the delineation report submitted on
June 1. 2009 are accepted b�the Minnehaha Creek Watershed District(MCWDI. The boundaries were
verified in the field onJune 3.2009 b�MCWD staff(see attached findir�sl. �
I,ist of�iadressees:
Landowner: � � �
Cortney LeNeave
18495 38�'Ave. N .
� � Plymouth, MN 55446
Consultant:
Todd Ullom . ..
MFRA, Inc. -
14800 28�'Ave. N, Ste 140 ,
Plymouth, MN 55447 �
City of Orono
Attn: Evelyn Turner �
-Page 1 of 2 �
W09-OS Boundary NOD 10/02/07 -
P.O. Box 66 .
Crystal Bay, MN 55323
Members of Technical Evaluation Panel:
Lynda Peterson
NIN BWSR •
� 520 Lafayette Road N, 2nd Floor � .
St. Paul MN �5155
Stacey Lijewski �
Hennepin County Environmental Services
417 N S�li St,�Ste 200 .
Minr�eapolis I��II�155401-3206 � �
Watershed District or Watershed Management Organization(If Applicable): � �
Department of Natural Resources Regional Office (select appropriate office):
NW Region: • NE Region: Central Region: Southern Region:
Regional Director Reg.Env.Assess.Ecol. Reg:Env.Assess.Ecol. Reg.Env.Assess.Ecol.
2115 Birchmont Beach Rd.NE Div.Ecol.Services Div.Ecol.Services Div.Ecol. Services
Bemidji,MN 56601 1201 E.Hwy.2 1200 Warner Road . 26'1 Hwy. 15 South
Grand Rapids,MN 55744 St.Paul,MN 55106 New Ulm,MN 56073
DNR TEP•Representative (if different flian above)
� Jack Gleason
DNR Waters
1200 Warner Road •
St. Paul MN 55106 .
Corp of Engineers Project Manager @ �.
Department of the Army, Corps of�Engineers, St. Paul District ' �
. ATTN:�CO-R, 190 Fifth Street East .
St. Paul, MN 55101-1638 �
Individual members of the public who requested a copy, summary only
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 Local Government
Unit's Findings and Conclusions is attached. Pursuant to Minn. R. 8420.0200 and 8420.0250 .
any appeal of the decision must be commenced by mailing a petition for appeal within thirty (30)
calendar days of the date of the mailing of this Notice to the following as indicated:
� -Page 2 of 2 '
W09-OS_Boundary NOD 10/02/07
• ��''-.'�`��°y*FTM.».c.. '"o-�a*'�n �.a3,.�wt�^�...%��F�T�`"� ,*F'�trx..P�c.,
r.`�,..�'m:,77..�' � =- • '"s� r-=
� ���.����i����.����,��.ee�..�� '�� � �a��rsh�ed�D��str��t �}��:. - . _ ..
..,. �'+�:;:�
� �� ' -
��.. . .
� IMPROVING QUALITY OF WATER, QUALITY OF LIFE
TheMinnehahaCreek Local Government Unit Findings and Conclusions
Watershed District is
committed to a The delineation of wetland boundaries at 360 Wakefield Rd in Orono (PID #
3611823310015, 3611823310016, and 3611823240007) was reviewed on June 3,
leadership role in 2009. Conditions were clear and about 70°F. The area was experiencing a
protecting,imPro���y moderate to severe drought at the time of both the delineation and the review.
Two wetland basins were delineated, as shown on tlie attached map.
an�managrng the
surface waiers and Wetland 1 extends onto adjacent pzoperties, and only the portion on the subject
� parcels was delineated and reviewed. Wetland 1 was identified as a Type 3,
affi[iatedgroundwater shallow marsh, with cattail and reed canary grass as the dominant vegetation. The
resources with��the boundary with upland was characterized by a change in topography and a shift to
�istrict,including their dominance of buckthorn, Virginia creeper, and catchweed bedstraw.
relationships to the Wetland 2, which is located entirely on the parcel, was also delineated and �
ecosystems of which reviewed. Wetland 2 was identified as'a Type 5, shallow open water wetland. The
edge was lined by riprap and it had a fountain in the center, suggesting that it was
theyare an inteyra!part. manmade. Dominant vegetation within the wetland included coontail. The
We achieve our mission boundary with upland was based on an abrupt change in elevation and transition
� to Keritucky bluegrass and dandelion. �
through regufafion, �
capital projects, MCWD staff finds that the boundary as flagged in the field and submitted in the
education,cooperative report dated June 1, 2009 is acceptable.
endeavors,and other �s project will require a permit from the MCWD. For more information,please
programs based on contact me or Steve Christopher, MCWD Permitting Officer, at 952-471-0590.
sound science, Report drafted by: � .
innovative thinking,an Becky Houdek
MCWD District Technician
informed and engaged June 4, 2009
constituency,and the
cost effective use of
public funds. � .
18202 Minnetonka Boulevard,Deephaven,MN 55391 • 952-471-0590 • Fax:952-471-0682 • www.minnehahacreek.org
., ' s
Check one:
� ❑
(Far LGUstaff decisions and decisions made (For LGUdecisions made afte�•a public hearin�
without a public hearing, list name and aidress of Executive Director
LGUgover•ning body o�•designated appeal body.). Minnesota Board of Water andSoil Resources
Minnehaha Creek Watershed District . 520 Lafayette Road North �
18202 Minnetonka Blvd St. Paul,MN 55155 �
Deephaven, MN 55391
NOTE: Approval of Wetland Replacement Plan Applications involving the use of wetland
� banking credits is conditional upon��ithdr�.wal of the appropriate credits from the state wetland
bank. No �vetland impacts may commence until the applicant receives a copy of the fully signed
and eaecuted"Application for Withdrawal of Wetland Credits," signed by the BWSR wetland
bank administrator certifying that the wetland bank credits have been debited. '
� THIS DECISION ONLYAPPLIES TO the Minnesota Wetland Conservation Act.Additional approvals or
permits from local, state, :ana'federd agencies may be required. Check with all appropriate authorities
- before commencing work in or near wetlands.
Applicant proceeds at their�own risk if work authorized by this decision is started before the appeal time period has
expired.If this decision is reversed or revised under appeal the applicant is responsible for dll wetland impacts.
LOCAL GOVERNMENT tJNIT
�' ����'L=� 6/4/09 . .
Signa Date � �
District Technician �
� � Name and Title
-Page 3 of 2
' W09-OS Boundary NOD 10/02/07
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LeNeave's Plat
Preliminary Plat Requirements
l. Application,Certified Property Owners List, and Fees
2. Preliminary plat drawing prepared by a surveyor,showing wetland as delineated,proposed
drainfield locations, and existing house.
• 3. Grading plan showing proposed driveway
4. Septic including two drainfield sites for the new lot and either a certification of the existing
system and an alternate drainfield location or two drainfield sites for the existing house lot.
5. Rezoning application (for wetland fill and mitigation)
6. Other items as requested by Planning Commission or Council during Sketch Plan
Estimate of Fees*
Preliminary Subdivision Plat Application:
Preliminary Subdivision Application $700
Septic System Site Evaluation Review($60.00 per lot x 21ot) $120
Application Escrow(guarantees payment of City's consultant costs) $2,500
Estimated cost of City Engineer's review of preliminary plat $500
(Actual cost will be billed to property owne.r) �
. Rezoning Application:
Application Fee $700
Estimated cost of wetland consultant's review $500
(Actual cost will be billed to property owner)
Final Subdivision Plat Application:
Final Subdivision Application, including Legal Review and Filing
(w/covenants)(Covers first review of documents, if additional time is
required,those costs will be billed to the property owner.) $600
Storm Water and Drainage Trunk Fee $3,330/acre
(paid for the entire plat)
Park Fee(8%of Fair Market Value), but no less than $3,250 to
$3,250/per lot and no more than$5,550 per lot x 1 lots• $5,550 _
Estimated cost of City Engineer's review of final plat $500.00
(Actual cost will be billed to property owner)
Final Subdivision Application Fee is paid with the application. Storm Water and Drainage Trunk Fee,
Park Fee and consultant costs are paid before final plat is recorded.
*Based on 2009 Fee Schedule -�