HomeMy WebLinkAbout10-15-2012 Planning Commission Packet PUBLIC ATTENDANCE
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COUNCIL
LANNING COMMISSION
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�Ple'ase complete_tFie foll:owing:information f.or City,records � �� �
PRESENT FOR(from agenda)
NAME (please print) ADDRESS NAME OR NUMBER
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� Date Application Received:08/22/12 �
Date Application Considered as Complete:09/05/12
120-Day Review Period Expires: 01/03/13 �
To: Chair Schoenzeit and Planning Commission Members
Jessica Loftus, City Administrator
From: Melanie Curtis, Planning&Zoning Coordinator�U�,
V
Date: 10 October 2012
Subject: #12-3576,John&Sherry Gorman, 3585 Frederick Street
■ Hardcover Variance
■ Public Hearing
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Zoning District: LR-1C Single Family Lakeshore Residential, 0.5 acres/100'
Lot Area: 21,184 square feet(0.48 acre)
Lot Width: 19' @ OHWL&49' @ 75' setback
List of Exhibits
ExhibitA. Revised Survey (includes revised Hardcover Calculations)
Exhibit B. 60-Day Extension �� •
Exhibit C. Planning Report 09/11/12
ExhibitD. DraftPCMinutes-09/17/12
Background
This application was before the planning commission at the September meeting. The applicants are
proposing to construct a 3-stall garage addition and porch to their existing home. At that time the
applicants were requesting a hardcover variance to allow 46.9% hardcover within the 75'-250' zone
where 48.2%currently exists.
Since the September meeting, the City Council has adopted revised hardcover regulations placing
this lot in Tier 1 of the stormwater quality overlay district (SQOD) where up to 25%of the lot's total
area is permitted to be hardcover. For the applicants' property the Tier 1 assignment allows them
5,296 square feet; their previous proposal resulted in 7,350 square feet or 34%of the total lot area.
The planning commission directed the applicants to reassess their project and come back to the
October meeting with additional hardcover reductions. The applicants have reevaluated their
property and have found additional hardcover reductions resulting in a slightly reduced total
proposed hardcover level of 6,740 square feet(31.8%).
---------------------------------------------------------------------------------------
LOT ANALYSIS WORSHEET
Lot Area/Width:
LR-1C • Required Actual
Lot Area 0.5 acre 0.48 acre 21,184 s.f.
Lot Width � 100 feet 19' feet @ OHWL/49' @ 75'setback
r - •
r
12-3552
Apri1 11,2012 '
� Page 2 of 3
Setbacks: �
LR-1C Required Existing Proposed
Lake 75� 118' House No Change
96' pool patio
Rear/Street 30' 99' House 63.1'Garage-addition
West Side 10' 10' House . � No Change ' �
. 6'deck/stair .
East Side 10' 9.9' House' 10' Garage addition
No The house and pool The proposed porch and
Average Lakeshore encroachment encroach into the average garage will result in no new
allowed lakeshore setback. encroachment into the .
= average lakeshore setback.
Structural Covera�e: �
Lot Area Allowed Existing Proposed
21,184 s.f. 3,177 s.f. 2,193 s.f. 3,132 s.f.
15.0% 10.3% 14J%
" , .
�Hardcover Calculations: �
Stormwater . .
Quality Overlay Property Area � Allowed Existing Hardcover Proposed
District Hardcover � . Hardcover
Tier 1 21,184 s.f. 5,296 s.f. 7,938 s.f. 6,740 s.f.
. (25%) (37.4%) (31.8%)
---------------------------------------------------------------------------------------
Hardcover Variance
The property has 7,938 square feet hardcover at present (37% of the total site based on the new
� regulations). After the September planning commission meeting the applicants reviewed their site
and found some additional areas they could eliminate. The applicants are proposing to remove
1,189 square feet of hardcover. However the proposed hardcover levels still exceed the new, code-
allowed 25% or 5,296 square feet for a Tier 1 lot. At 6,740 square feet, the applicants' proposal
� exceeds 25%by 1,444 square feet. -
Practical Difficulties Analysis � �
In considering applications for variance, the Planning Commission shall consider the effect of the proposed
variance upon the health,safety and welfare of ti►e community, existing and anticipated tra�c conditions,
light and air,danger of�re,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 wi►ere their strict enforcement would cause practica/diffculties
because of circumstances unique to ti►e individual property under consideration, and si►dll recommend
approval only when it is demonstrated that such actions will be in keeping with the spirit and intent of the
Orono Zoning Code. _..,
Staff Review of Practical Di�culties ,
The property owner is proposing to add a porch and garage. Because of pie shape configuration the
new hardcover regulations will not significantly benefit this property. Including the proposed
, . "
12-3552
� April 11,2012 .
' Page 3 of 3
hardcover removals the applicants' proposal still exceeds the newly allowed level of 25% of the •
entire lot.The property currently has an attached garage. �
Issues for Consideration
1. Does the Planning Commission find that that the owners propose to use the subject
� property in a reasonable manner which is�not permitted by an official control?
2. How does the Planning Commission find that the variances, if granted, will affect the
� essential character of the neighborhood? .
3. If the Commission recommends approval of the requested variances is it appropriate to
- impose conditions in order to mitigate.�the impacts created by the granting of the
requested variances? A raingarden? Native vegetative swale along the property line or
shoreline buffering along the lakeshore?
�-� 4. Although they have not meeting the Code requirement for 25%, does the planning
commission find the applicants have provided hardcover removals which are
substantial enough to offset the proposed additions to the home?
5. Are the hardcover levels supported by practical difficulties? Is there room to reduce
other areas of hardcover on the property without reducing functionality or creating
� additional practical difficulties? �
6. Are there any other issues or concerns with this application?
Staff Recommendation
The applicants have better defined their proposed areas for hardcover reductions; the changes
result in 601 square feet less than their previous request. The property currently contains a home
with an attached garage. Staff does not find a practical difficulty supporting fhe requested overages
in hardcover. Further, the applicants have not demonstrated that enforcing the hardcover
provisions of the Zoning Ordinance will deprive the applicants of the reasonable use of their
property. For these reasons Staff recommends denial of the hardcover variance.
Options for a Motion:
1) Recommend denial;or
2) Recommend approval or partial approval with conditions,stating reasons for approval.
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' ' PC Exhibit B
�-0�V� '
C ITY OF OROloTO
� StreeYAddress: Marling Address: Tefephone(952)249-4600
'��, `� 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616
t �' Orono,MN 55356 I Crystal Bay,MN 55323 www.ci.orono.mn.us
. �KESH���
_ 20 5eptember 2012
John&Sherry Gorman
3585 Frederick Street
Wayzata, MN 55391 � ,
SUBJECT: Zoning Application#12-3576
� On September 9, 2012 the City of Orono consid,ered your land use application for property at 3585 Frederick
Street complete. At the September 17th Planning Commission meeting your application was tabled. As a
result of the tabling,your application may not have an opportunity for final City Council review prior to the
initial 60-day review period expiration of November 4,2012.
This letter is your notification that the City is extending the time period for City action on application 12-3576
under Minn.Stat. § 15.99,subd.3(�. The time period for action on this application is extended until January
3,2013.
Please contact me at 452.249.4627 or mcurtis@ci.orono.mn.us if you have questions on this matter. �
Sincerely,
CITY OF ORONO �
Melanie Curtis
Planning&Zoning Coordinator
>
PC Exhibit C
Date Application Received:08/22/12
Date Appliwtion Considered as Complete:09/05/12
60-Day Review Period Expires: 11/04/12
To: Chair Schoenzeit and Planning Commission Members "
Jessica Loftus,City Administrator
From: Melanie Curtis, Planning&Zoning Coordinator �n l/
I" '
Date: 11 September 2012 .
Subject: #12-3576,John &Sherry Gorman, 3585 Frederick Street
■ Hardcover Variance
■ Public Hearing
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Zoning District: LR-1C Single Family Lakeshore Residential, 0.5 acres/100'
Lot Area: 21,184 square feet(0.48 acre)
Lot Width: 19' @ OHWL&49' @ 75'setback
Application Summary: The applicants are requesting a hardcover variance to allow the
construction of a 3-stall garage and front porch'additions to the home. The proposed additions
will be completely within the 75-250' hardcover zone. With concurrent proposed driveway
hardcover removals,the 75'-250' zone hardcover will decrease from 48.2%to 46.9%.
Structural coverage is proposed to increase from 10%to 14.7%. ,
Staff Recommendation: Staff recommends denial of the hardcover variance. .
Pertinent Zoning Ordinance Sections
78-1288 Hardcover �
List of Exhibits
� ExhibitA. Application
Exhibit 8. Practical Difficulties form
Exhibit C. Letter from Applicants
Exhibit D. Proposed Survey �
Exhibit E. Site Photos . �.
Exhibit F. Aerial Photos
Exhibit G. Hardcover Calculation Worksheets
Exhibit H. Proposed Plans .
Exhibit l. City Code Sections
ExhibitJ. Area Map
Exhibit K. Property Owners List
Background E`���
The existing home was constructed in 1964 and has been remodeled a number of times over the
past 40 years.Applicants are requesting a hardcover variance in order to convert the existing garage
space into living space and construct a new, attached approximate 26' by 24', 3-stall garage with
living space above. Because the property currently has 48.29�o hardcover, exceeding the allowed
level within the 75' to 250' zone, and because the proposal will not achieve the allowed level of
<
12-3552 �
April 11,2012
Page 2 of 4
25%, a hardcovervariance is required.
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LOT ANALYSIS WORSHEET
Lot Area/Widthc � . �
. LR-1C � Required Actual
Lot Area 0.5 acre 0.48 acre 21,184 s.f.
' Lot Width 100 feet 19' feet @ OHWL/49' @ 75' setback'
Setbacks:
LR-1C Required Existing Proposed
Lake 75� 118' House No Change
96' pool patio
Rear/Street 30' 99' House 63.1'Garage addition
West Side 10' 10' House No Change
6'deck/stair
East Side 10' 9.9' House 10' Garage addition
No The house and pool The proposed porch and
Average Lakeshore encroachment encroach into the average garage will result in no new
allowed lakeshore setback. encroachment into the
average lakeshore setback.
Structural Covera�e:
Lot Area Allowed Existing Proposed
. 21,184 s.f. 3,177 s.f. 2,193 s.f. 3,132 s.f.
15.0% 10.3% 14J%
Hardcover•
Hardcover Total Area in Allowed Hardcover Existing Hardcover Proposed Hardcover
Zone Zone
0—75' 2 572 s.f. 0 s.f 68 s.f. 68 s.f.*
' (0%) 2.6% 2.6%
75'—250' 14,404 s.f. � 3,601 s.f. 6,949 s.f. 6756 s.f.
(25%) (48.2%) (46.9%)
250'—500' 4,208 s.f. 1,262 s.f. 921 s.f. 526 s.f.
(30%) (21.9%) (12.5%)
*APplicants colculation did not reflect retention of the lake stair and retaining wall within the 0-75'zone.Staff included this
amount as proposed.
Hardcover Calculations based on new Hardcover Re�s(to be formallv adopted 9/24/12):
Stormwater _. F .
:.Quali •Averla . : _ .V
ty y _Property Area �Allo.wed Hardco�er -Pr.oposed Hardco�er �
District =, _
Tier;1 . ' 21,184.s.f. , . . 5,296 s.f. (25%) . � 6;756.s.f. (31:9%0) _
12-3552
April 11,2012
Page 3 of 4
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Hardcover Variance
At 48.2%, the property currently exceeds the allowed hardcover level by 23.2% within the 75' to
250' zone. The existing hardcover includes a 2,193 square foot home, 3,973 square feet of
_ driveway; and 1,704 square feet of miscellaneous pool, sidewalk, patio, and etc. hardcover. The
applicants are proposing to reduce hardcover in part by removing the loop portion of the driveway.
However the proposed hardcover levels still far exceed the code-allowed 25% or 3,601 square feet.
As the planning commission is aware,the City is on the brink of adopting new hardcover regulations��
which would classify this property as a "Tier 1" lot and afford this property 25%of the entire lot area
or 5,296 square feet. At 6,756 square feet, the applicants' proposal exceeds this level by 1,460
square feet.
In reviewing whether additional removals are possible, it is noted that the property has a pool and
patio area in the lake yard accounting for nearly 1,500 square feet which exceeds the size of the
proposed garage addition. The loop driveway is also an obvious removal option and likely because
the proposed garage removes some of the loop functionality, it has been slotted for elimination.
Practical Difficulties Statement
Applicants have completed the Practical Difficulties Documentation Form attached as Exhibit B, and
should be asked for additional testimony regarding the application. '
Practical Difficulties Analysis
In considering applications for variance, the Planningr Commission shall consider the effect of the proposed
variance upon the health,safety and welfare of the community, existing and anticipated traffic conditions,
light and air,danger of�re,risk to the public safety, and the effect on values of property in rhe surrounding
- area. The Planning Commission shall consider recommending approval for variances from the literal
provisions of the Zoning Code in instances where their strict enforcement would cause practical difficulties
. because of circumstances unique to tbe individual property under consideration, and shall recommend
approval only when it is demonstrated that such octions will be in keeping with the spirit and intent of the
Orono Zoning Code.
Staff Review of Practical Difficulties
R
The lot was legally created and the existing house was built prior to the adoption of the current
zoning standards. The property owner is proposing to add a porch and garage. Because of pie
shape configuration the new hardcover regulations wi�l not significantly benefit this property.
Including the proposed hardcover removals the applicants' proposal will still exceed current and
future allowed hardcover percentages.The property currently has an attached garage.
Issues for Consideration
1. Does the Planning Commission find that that the owners propose to use the subject
property in a reasonable manner which is not permitted by an official control?
2. How does the Planning Commission find that the variances, if granted, will affect the .
essential character of the neighborhood?
. 3. If the Commission recommends approval of the requested variances is it appropriate to
impose conditions in order to mitigate the impacts created by the granting of the
requested variances? A raingarden? Native vegetative swale along the property line or
shoreline buffering along the lakeshore?
4. Are the hardcover levels supported by practical difficulties? Is there room to reduce
� 12-3552 �
April 11,2012
Page 4 of 4
other areas of hardcover on the property without reducing functionality or creating
additional practical difficulties?
5. Are there any other issues or concerns with this application?
Staff Recommendation
The property currently contains a home with an attached garage.Staff finds the garage addition will
� alter the essential character of the locality and does not find a practical difficulty supporting the
requested overages in hardcover. Further,the applicants have not demonstrated that enforcing the
hardcover provisians of the Zoning Ordinance will deprive the applicants of the reasonable use of
their property. For these reasons and without further, significant hardcover removals Staff
recommends denial of the 75-250' hardcover variance.
Options for a Motion: .
1) Recommend denial as presented; or ,
2) Recommend approval or partial approval with conditions,stating reasons for approval;or
3)Table for further information or a revised proposal (provide direction to applicant).
i
;?:
' PC Exhibit A
City of Orono
. Variance Application �
, StreetAddress: Application# i2 — 35�7(P
� ��� 2750 Kelley Parkway Date Received: °Zz- ZG.�_ ,
��� Orono, MN 55356
� � � Staff:
, Main: 952-249-4600 Fee: $700
� � �* fax: 952-249-4616 Renewal: $350 �
� Gti`�' Mailing Address: After-the-fact: $1,400 Double Fee
L`�'EsHO�'� Crystal Bay, MN 55323-0066 Escrow Fee: $700/$2,500
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: 3585 Frederick Street, Orono,MN 55391
Property Identification Number(PIN): 20-117-23-12-0025
Date Property Acquired (month/year): 12/2008. ❑ Yes, I own the adjacent parcels.
Zoning District: L 2:�� .
APPLICANT INFORMATION: (Complete legal names and marital status required for each interested parly)
Name: John T. Gorman and Sherrv A Gorman
Phone (home): 651-206-7815 Phone (work): 612-290-2139
Complete Address: 3585 Frederick Street
City, State&ZIP Orono,MN 55391 �
Email: john.�orman(a��ilbertmech.com Fax:
sgorman37@gmail.com ,
OWNER INFORMATION: (Complete legal names and marital status required for each interested party)
Name: John T. Gorman and Sherry A Gorman
Phone (home): 651-206-7815 Phone (work): 612-290-2139
Complete Address: 3585 Frederick Street
City,State&ZIP Orono,MN 55391 �
Email: john.gorman@gilbertmech.com Fax:
sgorman37@gmail.com
DESCRIPTION OF REQUEST:
Describe the request in detail (attach additional sheets if necessary):
. We would like to request the addition of a 3 car garage in place of the existing 2 car gara�e currently attached to
the house. The new 3 car garage will extend into the current driveway(hardcover space). There would be no
r .:additional grading needed around the new structure and current grade elevation would remain the same. The east
��� side of the current circle driveway would be removed eliminating additional hardcover which is reflected on the
survey. The new addition would be a net loss of 186 sq. ft. of hardcover for the 75'to 250' area. Additional
driveway will also be removed near the north west corner of the house decreasing additional hardcover amounts
in this area.
See attached letter.
. ����0���
Variance Application Updated: January 31,2012
- 13- AUG � 2 ���2
� CITV OF ORONC)
REQUIRED SUBMITTALS:
All of the following information must be submitted by the application deadline date in order for your
application to be processed.
t ° `Not �"�" ; : ;, �, � �� E w° ,'�,
,y � .
, 't� , y � � � .
�'r �v -0S e y•'
,.Eii�lose�d � S�A licable � }:,� k " .�` '� * ��:..
� ❑ Escrow A reement si ned � �
, . C�- �` :.� .❑ .�Escr.ow�'r.ec'eived " :i .> '"';,u
� ❑ � Pre-A lication Form
,I� ❑. �" :A �'Iicafinn-Forrn. ,� � £� " � ¢ , °
1 � ❑ Practical Difficulties Documentation
� � �M1 i, t� `��� , ��Certified.,P.ro."e , Owners;List� z' :;��.'��t :;�. �n�� , , � w � ��. :,,s;
� ❑ Surve meetin ALL re uirements
��� . � �,K �p, ;>�, M�:P,ro°osed`Plaris ���,�;; �'. � j, ' r` ��, ; �,sn:� �
.. , . w, ., , _ .. . . , . _ ,
� 0 Hardcover Calculation s
❑ ''�.� ,�I;R�,::.. �"�Se�`tic,S .stem�.Site.,E"v.aluafion.Re ort � ���
❑ � Wetland Delineatiori �
"' ❑ �� UVetlan'd:Buffer,:Evaluation �.� � - �' � "� '
❑ � Buffer Im rovement Plan
, ,�'_ ', r❑ �. ,.
. , ,, ,,:: . �,; �...
f. _ . a
APPLfCANT 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 merlt. -
• 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.
Applicant's Signature: Date: ��z i li Z
Applicant's Signature: Date: ��Z/ �1 Z
.
Owner's Signature: Date: ��z/ �j z
Owner's Signature: ��-- Date: �/�'/�Z `
REC�����
VarianceApplicationUpdated: January31,2o,2 AUG ?L �012
- 14-
` Ct� OF ORONO
- PC Exhibit B
PRACTICAL DIFFICULTIES DOCUMENTATION FORM
This form is a required submittal for ALL variance applications. An appiication will not be considered
complete or placed on any meeting agendas until this form is complete and submitted to the City.
Minnesota State Statutes Section 462.357, Subdivision 6(2) requires that practical difficulties be demonstrated in
order for a variance to be granted.,The difficulties must be unique to the property as variances run with the land
and not the land owner. Personal and economic situations are not considered valid practical difficulties. In order
for an application to be heard by the Planning Commission and City Council practical difficulties having merit must
be demonstrated.
HOW DO 1 PROVE A PRACTICAL DIFFICULTY?
This form has 12 points outlining the basis City staff uses to determine if practical difficulties exist and how the
variance will affect the surrounding community. To prove pracfical difficulties, address all the relevant points
listed below and answer them as clearly as possible.
Since you are requesting the code exception, you have the burden of proving that the variance is justified.
The information the City receives is what is used in determining a denial or approval recommendation. If you
leave something out it will not be considered. .-.�,�
P/ease address each of these ditficulties criteria as they relate to the request, if they do not apply, write N/A in the
space provided: •
� 1. °The property owner proposes to use the property in a reasonable manner not permitted by the Zoning
Chapter."
2. "The plight of the landowner is due to circumstances unique to his property not created by the landowner.°
(.la./Gc,VT'-r��Yt�'wt /„?��� /lr��rr.�'� Hl�a.��K- �/i��C��zzd�tli� �u lR�. /Gevt.s'�
3. "The variance, if granted,will not alter the essential character of the locality."
'��� . W , a:rp. :1vs� r�r�.�s�;n� ,j4- ?� c�2 H�tT ia��fCcr� ,,.� �e ��c,rs�in(
�Cc�- G>at�ra��,�C (
4. "Economic considerations alone do not constitute practical difficulties if reasonable use for the property exists
under the terms of the Zoning Chapter."
✓��; �7ttb5l,��lf ,Ron.a� � PA� C/J�t.S � 6'�'7�2 �.�s�sL'' !� ���
DPi.�� l'J3✓L A-llst�lJ t 7tJ S�r Q!!7'.�i%JF�
5. "Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy
systems. Variances shall be granted for earth sheltered construction as defined in Minnesota Statutes,
Sectio�1¢�06, Subd.2, when in harmony with this Chapter.�
/
6. °Th� Board of Appeals and Adjustments or the Council may not permit as a variance any use that is not�>
all'owed under this Chapter for property in the zone where the affected person's land is located." •
` �a��i�����
�����Variance Application Updated: January 31,2012
\ - �a- AUG 2� 20i�i
� Cll'Y OF ORONO
� ��
...�
�;
7. "The Board or Council may permit as a variance the temporary use of a one-family dweliing as a two-family
dwelling.���
,
8. "The special conditions applying to the�structure or land in question are peculiar to such property or
immediate��d'oining property.°
�
9. "The conditi s do not apply generally to other land or structures in the district in which said land is located."
/��iQ-
10. "The granting of the application is necessary for the preservation and enjoyment of a substantial property right
of the applicant."
� ,' : � S
- a�f f�r�� vi-�fs �S SvBS�NND�iZI)
�
11. °The granting of the proposed variance will not in any way impair health, safety, comfort, morals, or in any
other respect be contrary to the intent of the Zoning Code.° �
- JV/�-
12. "The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to �
alleviate demonstrable difficulty."
� n�-.�! i: a
. S � ��ci� ..
� r s�s,�p,�nn s;��s�i�
Practical Difficulties Statement
Should you feel the practical difficulties cannot fully be described in the above criteria, describe the practical
difficulties preventing compliance with Zoning Ordinance requirements in the following lines (attach additional
sheets if necessary):
Se�-s �5�r�r.�� 5d�i,�-
Variance Application Updated: January 31,2012 ��������
- '9- AUG 2 2 2012
�!'TY OF ORO�
. PC Exhibit C
August 21, 2012
Dear Planning Commission and City Council Members,
� We are requesting a hard cover variance for our property located at 3585 Frederick
Street, Orono, MIV 55391.
We moved into the house in December 20p8. Since purchasing the property our
family dynamic has changed which requires children,grandchildren and family
members to stay with us for extended periods of time. For this reason we need
additional space in our home.
Additionally our current garage is substandard for a lake house. There is virtually
no space to fit two cars in the current garage along with all the required lawn
equipment and other household items. Our plan iricludes a 3 car garage addition
which we find necessary to properly store our cars,bikes, and lake/yard equipment.
Our goal is to keep our exterior neat and orderly for respect for our surrounding
neighbors. �A'' .
As you will see on the attached plan and survey we will not be increasing the
hardcover on this property. In fact we will be reducing our hardcover by 186
square feet from the current amount.
The new garage addition will also not be affecting any line of site from our
surrounding neighbors. Additionally new garage addition will also not affect any
drainage or grading around the house due to the new structure will be place over
the existing blacktop driveway.
Please consider this variance with those points in mind. Thank You.
Sincerely �"�`
�'/Ji�2�j'(�
Sherry Gorman
,,z;��� • • ,,?:ia.
' ���i�����
,
AUG 2 2 2012
C�'i"Y OF ORONO
. �,
. ��e`-�.e.,�.��'� °" ����� PC Exhibit D
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Ezisf�ng cond�frons shbwn on. #his survey ref/ect �e/d �.- �. � � �-�—="' .
work for:.don�_?-28 1:1 Our �hent hos nat reques��d t� �: r '�e�"`r :���
thot we loeote an,y cf�onges to the hardco.ver smc� � ��r'`""' ._ `��� ;,.<-;
thof date. Revi�ed hortJcaver cblculat�ons reftect onty' �� .,!` � 'Retof��g wo�{s-.� '
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•changes:.in the:proposed haro'cawe� : .. . ��� .,.,_ F�"'�?��r �
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Hdrdcauer Golculat�ons. � 0 7�ft (� fF) 75 :�'SOft � f�)... ..2�Q--S�Of� j,�•ft.): �� �� s�: ��
EXist�ng House ,� . .. _. .. .... ,� 13S ..._ �C. �� :.-���� (" '
Exisf�ng Drrveway 3,D52 321 • .� �. �,;�o �,�;,,
Concrefe walk,,�pt�61/ho� fub 1,3.�G2 � � t�"� ...-�
� S'teps &'�qeck,(�a�tto fi,e/av�� �i»j �� �' -�'��� N
5foop/5te;p : 6� ��\ .t� tr.. c���t. �� .
A/C Pads 28 � � �.-r?"'.
Re;tmning� WallsfS�eps r�. 68 . 1�99. �� �t '. 1 i� �'�1��
€"xis�rng f-lardca.ver "` 68' `6;942 ,921. `� '� �
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Pro osed Gora�e Addn. �^ 93b �\ `�1 j: ����, '
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--- PcDpose (�oreh :�ddn _'1S5_ � � o� �Q�„
�less that to 'be remtived) . �l4$" __ 4�4 Ed�e .�€�:g2g�8,,.ti:1'}
P�oposed��B�t D���eway Addn, �182: `�,�� . : ��.
°(less that fo' be remaved} _ 1.305: :�. _,�95. •::; �'; 4t oC� :
e�
Peop Hardcover•Chonge -186 '.=395 , e: os �' G�' ':�'
t.,,'�,,�.,�bRtPer:�;g29.. RECE��/
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7'o:tal E"z; -;t- Peop Hard'couer 68 .6,�'56. 5�� . . O N�:�
:. . . . .: �UG 2 2 2 2
Zone ,4reo 2,572' 14�D4 4;208.
�Total,.Lti,f Atep=�i,�84) � .
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CITY OF OR O
PerFenf:Hardeq.per 2 6� :�6.99< l,�59; Beorrngs.base�'on :assumed.do�,vm, �
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. . :� ; _�hereby cert�f'y fho€ th�s cert�ficafe of survey was.�� . _.. .. . .__ . .. ._
Job l+lurrib�r'; �3,��
� �������� , repar�erl by me or u'nder rr►y direct supery�s�arr°irn BoQk�Poge 74/34
_ . . that.:1 om o duly Registeced�Lond Suryeyor i�nder•ttie �� - - - - - -
r /'� � Q,,//°("� laws o€ the State �f_M�nne.�ofa Survey 0ate': .� 28-11�
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- � PC Exhibit G
HARD�ER CALCULATION WORKSHEET
SETBACKZONE: (CIRCLE ONE) �0-T5' 1 75-250' 250•500' 500-1000'
EXISTING 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. PaaolDeck x = ' S.F.
x = S.F.
F. Landscape x = S.F.
Underiain x = S.F.
� By Plastic � x :��:���! = S.F. �
G. Retaining x = �� S.F.
Walls
H. Other x = � S.F.
TOTAL HARDCOVER IN ZONE - �8 S.F. A
TOTAL PROPERTY AREA IN ZONE - �5 S.F. B
A � B x 100 = Z�(D %
PRO�OSED HARDCOVER W ZONE
A House - x = S.F.
Length Width -
x = S.F.
x = S.F.
.. 'F !S�• ..
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 = S.F.
x = S.F.
F. Landscape x ' � = S.F. "
Underlain , x = S.F.
By Plastic '��'��=+'' x ` = S.F. �'`��''
G. Retaining � x = S.F.
Walls '
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE - � S.F. A
TOTAL PROPERTY AREA IN ZONE - Z�72 S.F. B
,,,, A T B :;� x 1 QO = d%
HARDCOVER CA ON WORKSHEET
SETBACK ZONE: (CIRCLE ONE) 0 TS 75-250' 2SO�iQQ` '500-1000'
EXISTING HARDCOVER IN ZONE
A House x = Zt3� S.F.
� �er�m w�d�, .
Sx = � s.�.
x = S.F.
T. B. Garage x = S.F. �
C. DriveMray � x = �5 � S.F.
x = S.F.
D. Sideanralk x — �� S.F. '
,
x = S.F. �
E. Patlu/Deck x = ' �13 - S.F.
x = S.F.
F. Landscape �•0-M�c.c�l x = 3s S.F.
Underla� x = � S.F.
By Plastic x = S.F.
�.;c� �D �=�;r°�
G. Retaining x � = S.F.
Walls
b p
�� �
H.Other � �T x = ��a S.F.
TOTAL HARDCOVER IN ZONE � - �l`� S.F. A
70TAL PROPERTY AREA IN ZONE - �1 S.F. B '
A + B X 100 = .L ._%
PROPOSED HARDCOVER IN ZaNE
A Ho�e x = �� S.F.
� C� t..er�tn wKnn _ l�
0� x . S.F.
x = S.F.
B. Garage _ . x = - °�3� S.F. r-
C. Driveway x = �GI �°I S.F.
x = S.F.
D. Sidewalk x � _ �01 S.F.
x = S.F.
E. PatialDeck x = t�3 S:F,
x = S.F.
F. Landscape x = 3� S.F.
Undertain x = S.F.
By Plastic x — S.F.
,
t�,s.,v�
G. Retaining x = ��2 S.F.
1Nalls •
H. ocr►�r X � _ � �3� s.F.
TOTAL HARDCOVER IN ZONE - �P�� S.F. A
T�TAL PROPERTY AREA IN ZONE - 1�1, D S.F. B
A + B x 100 = �-tln•q %
.c: � F:�
HARDCQVER CALCULATION W EET
SETBACK ZONE: (CIRCLE ONE) 0-75 75-250' 2S0-5Q0 �04-1000'
FaSISTING HARDCOVER IN ZONE
A. House x = S.F.
�.enpth w�dth
x = S.F. .
X - S.F.
,r.
.�. B. Garage x = .. S.F. _
C. Driveway x = � Z� S.F. .
� x = S.F.
D. Sidewalk x = S.F.
x = S.F.
�
E. PeddDeck x = ' S.F.
x - S.F.
F. Landscape x = S.F.
Underlain x = S.F.
By Plasttc s�:,�:. x • - = S.F. �:�:'
� :�..
G. Retaining x - S.F.
Walls
� H. Other x = � S.F. �
• TOTAL HARDCOVER IN ZONE - � �I z I S.F. A
TOTAL PROPERTY AREA IN ZONE - 4208 S F`. B
A + B x 100 = 21.�1 %
PROPOSED HARDCOVER W ZONE
A. House x = S.F.
' L.EY1gih VYidlh
x = S.F.
� x = S.F.
.:� , . . -f
B. Garage x - . S.F.
C. Driveway x = �Z� S.F.
x = S.F.
. D. Sidewalk � x = S.F.
x = S.F.
E. PatioJDeck x = S.F,
x , = S.F.
F. Landscape x = S.F.
Underlain x = S.F.
� � By PlasHc x = -�' S.F. �
G. Retaining x = S.F.
Walls '
H. Other x = S.F.
TOTAL HARDCOVER IN ZONE - �� S.F. A
TOTAL PROPERTY AREA IN ZONE - ZO$ S.F. B
A s. + B x 100 = 12•S % �*
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������g,�ji � �wM �c�,n`>.'A�A•,•ee�•`FM �R�N� MN. 55391 WAYXATA, MN. 55391
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PC Exhibit I
Sec.78-1288. Hard cover limitations.
(a) Hardcover allotmenf. The following hardcover restrictions apply to all properties in the
Shoreland Overlay District:
(1) Hardcover zones. �
a. Within 75 feet of the Ordinary High Water Level (OHWL) of any lake or tributary,
� no hard cover or impervious surface shall be placed, located or constructed,
except for driveways, stairways, lifts, landings and lockboxes as regulated
elsewhere in this Code. -
b. Between 75 feet and 250 feet of the OHWL, there shall be no greater than 25
percent hardcover.
c. Between 250 feet and 500 feet of the OHWL there shall be no greater than 30
percent hardcover. -
d. Between 500 feet and 1,000 feet of the OHWL there shall be no greater than 35
percent hardcover. �
� (2) Zone fo zone credif/debit. '`' '
a. The allowed allotment of hardcover for the 250 feet to 500 feet zone or the 500
feet to 1,000 feet zone may be increased up to an unused square footage of
� �allowable hardcover of a zone closer to the OHWL. •
b. Unused hardcover cannot be transferred to a zone closer to the OHWL.
c. If hardcover is credited from one zone to another, additional hardcover may not
be later added to the zone closer to the OHWL if the presence of such hardcover
would have prevented the crediting.
d. The allowed hardcover in any zone shall be decreased by the amount of legal
non-conforming hardcover in the zone next closer to the OHWL.
(b) Additional hardcover provisions.
� (1) Overhangs: �
a. Where an overhang is supported by a post, the area under the overhang to the
outer edge of the post shall be considered as hardcover.
b. All but the outer two feet of an unsupported overhang ten feet or more off the
ground shall be considered hardcover.
The following drawings are included for illustrative purposes: [Drawing 1].
(2) Decks: Hardcover may be added under a deck attached to a principal structure if the
deck is conforming or legal nonconforming and the added hardcover is otherwise
permitted. •
(3) Driveway easemenfs:The following principles apply where one or more properties
` (secondary properiy) gain its driveway access from an adjacent property(primary
property) by virtue of a driveway easement:
a. That portion of the driveway on the primary property that serves both the primary
and secondary property is considered hardcover for the primary property.
b. That portion of the driveway on the primary property that serves only the
secondary property is not considered hardcover for either the primary or
secondary property.
c. The area of the driveway on the primary property that serves only the secondary
property shall not be included in the lot area of the primary property for purposes
of calculating hardcover.
Y
The following drawings are included for illustrative purposes: [Drawing 2].
(c) Future improvemenfs. The following items shall be included in hardcover calculations
regardless of whether they are proposed to be construction at the time of building permit application:
(1) Proof of a two-car garage (detached or attached).
(2) For all garages a driveway, subject to the standards in paragraph (d) of this section.
(3) A 24 inch wide sidewalk from the front door to the driveway.
(4) The minimum stairway or landing at all exterior doors as required by the building code.
(d) Driveways. All driveways shall comply with the following minimum dimensional standards: �
� (1) Driveways serving end loading garages shall maintain a driveway apron with minimum .
width equal to the width of the overhead door(s).
� � For purposes of this section, a driveway apron is that portion of a driveway that extends
� � 15 feet from the ga�age door(s) on an end loading garage. �
(2) Driveways serving side loading garages shall provide a minimum turn around or back up
depth of 20 feet, as measured from the garage door(s). , .
(3) Minimum driveway taper ratio shall be 2:1.
•(4) Driveways shall be at least eight feet in width at the street or private road.
(5) A turnaround shall be provided for a driveway with direct access to an arterial or collector
roadway, or for a side load garage as determined necessary by the city planner.The
minimum dimensions of the turnaround shall be eight feet�in width by 12 feet in depth.
(6) "Wheel strip"driveways are allowed, but the entire width of the driveway(from outside to
outside of the strips)will be considered hardcover.
The following drawing is included for illustrative purposes: [Drawing 3].
. (e) - Compliance. .
(1) It is unlawful to convert, enlarge, or alter any structure or use any structure in a manner
that violates the hardcover limitations.
(2) Nonconforming hardcover may not be relocated or expanded in any way unless the
property is brought into conformance except:
F
a. A roofline may be changed but the roof may not be extended over unroofed
portions of the structure.
b. An additional story may be added over roofed portions of a structure.
� c. An open or screened porch may be converted into a two or three season porch
or year round living space (including replacing a post foundation with a perimeter
foundation) provided hardcover is not increased.
(3) This section is independent of lot coverage regulations in the city Code. Accordingly, a
property must conform to both hardcover and lot coverage regulations.
� PC Exhibit J
�
i -� Hennepin County Mailing Label Map � `
; Provided B : Tax a er Services Department �
I � Y P Y i
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�For more information contact: Print Date: 9/5/2012 �ap Legend: �
Hennepin County GIS Division � � ��
i 300 South 6th Street Map Scale: 1" = 143' � c
1 Minneapolis,MN 55487 Buffer Size• 150 feet
i i
�gis.info@co.hennepin.mn.us ' � �ater hVajor Roads ' !
�� Park NVinor Roads � ��
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� �Map Comments: �{ Parcel � �(
n
� Buffer Region ��`�1�. 1 i
# ;3585 FREDERICK ST " - t
� ! i0RON0, MN i �:��� Selected Parcels �� ( I
� � � ��
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� SEP -5 201 Z
CI11(OF ORON�
9/5/2012
, RUN DATE: 9/5/2012 HENNEPIIV COUNTYPROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIS'1� PC Exhibit K
38 20-117-23 12 0015 38 20-117-23 12 0016 38 20-117-23 12 0017
RYAN P SCHUL'IZ M P MAI:IK&J D MALIK T R BRADY&LA BRADY
2455 CARMAN ST 2469 CARMAN ST 3555 FREDERiCK ST
RYAN PATRICK SCHULTZ MICHAEL P&JANET D MALIK TTMOTHY&LYNN BRADY
2455 CARMAN ST 2469 CARMAN ST 3555 FREDERICK ST
WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391
38 20-117-23 12 0018 38 20-117-23 12 0019 38 20-117-23 12 0020
M L REGER&B L REGER BRUCE 0 NEWTON SR LYLE A BUERKLE ETAL
3565 FREDERICK ST ,, 3580 FREDERICK ST. 2474 CASCO POINT RD
MICHAEL L&BRITTANY L REGER BRUCE O NEWTON LYLE A BUERKLE
3565 FREDERICK ST 3580 FREDERICK ST 2474 CASCO POINT RD
WAYZATA MN 55391 V✓AYZATA MN 55391 WAYZATA MN 55391
38 20-117-23 12 0025 38 20-117-23 21 0036 38 20-117-23 21 0037
JOHN T GORMAN ET AL N CHERNEV SKAYA&I YURCHENKO STEPHEN J RUDOLPH
3585 FREDERICK ST 2490 CASCO POINT RD 2480 CASCO POINT RD
JOFIN T GORMAN IGOR YURCHENKO STEPHEN J RUDOLPH
SHERRY A GORMAN NATALYA CHERNEVSKAYA 2480 CASCO POINT RD
3695 BIRCHPOND RD 2490 CASCO POINT RD• WAYZATA MN 55391
EAGAN MN 55122 WAYZATA MN 55391
I CERTIFY THAT THE FACTS REPRESENTED ARE A AC AND PRESENTATTON OF INFORMATION
AS IT APPEARS THIS DATE ON TF�RE E CO AXPAYER SERVICES DEPARTMENT.
DATE: SEP O �j �0�2 BY:
. ^�.^ '
�G��Y���
SEP -5 2012
C!�OF ORONO
P� Exhibit D
• MINUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday,September 17,2012 '
6:30 o'clockp.m.
Schoenzeit noted the envelope is five feet if approved as is and that they should expect it to be used in
different ways unless it is specified that it cannot be.
Thiesse moved,Schwingler seconded,to recommend approval of Application#12-3575, Scott and
Melissa Musgjerd,4156 Highwood Road,as proposed,grant�g°of a loharea variance,a lot width
variance,side yard and side-street setback variances,and a hardc v r va ance in the 75-250 foot
zone,with the understanding that there will be a setback�of 1�0 feet on the eastern side of the
property and allowing the deck on the west side a5=foot encro chment,subject to complying with �
the City Engineer's recommendations and per St�ff's re��commend�on that t tal hardcover not
exceed 25 percent of the entire lot. VOTE: Ayes 6,Nays�O�°��� �`�� � �
5. #12-3576 JOAN AND SHERRY GORMAN, 585 FREDERICK STREET�,VARIANCE,
7:27 P.M.-7:58 P.M.
John and Sherry Gorman,Applicants,were present.
Curtis stated the applicants are requesting a hardco�ervariance,t�o allow the�canstruction of a 3-stall
garage and front porch additions to the home:�The pr posed addi'tions will be completely within the 75-
250 foot hardcover zone. With concurrent�propos d d�vev'v�y hard yer�removals,the 75-250 foot zone
hardcover will decrease from 48.2 percent to 46.9 per.�ent�Strt3ctural.coverage is proposed to increase
from 10 percent to 14.7 percent. �,b � -
� �
The existing home was constructec�iri:1964 and has been remodeled a number of times over the past 50
years. The applicants are reque�ti�g a�ardcover varaa,�nce in order to convert the existing garage space
into living space and constru�cfanew,attached approximate�2d' by 24' 3-stall garage with living space
above. Because the property cutrently has 48.2 percent hardcover,which exceeds the allowed level
within the 75-250^foot zone, and`b�cause tha�proposal will not achieve the allowed level of 25 percent,a
hardcover �'`�riance is requir•ed. �
..� -�.. �
In addition,the applicants are proposing to reduce�hardcover in part by removing the loop portion of the
dri�way.�iowever,the pro,posed haxdcover levels still far exceed the code allowed 25 percent or 3,601
square feet. As the Planning`Commission is aware,the City is about to adopt new hardcover regulations,
�vhich rv�ould classify this proper�ly as a�Tier 1 lot and would afford this property 25 percent of the entire
lotarea.or 5;296 square feet. At 6,756 square feet,the applicants' proposal exceeds this level by 1,460
sq ar�e feet.
Sherry Gori�an, applicant,stated fhey purchased the property in December of 2008 and one of their
concerns is lack�of storage Being that it is a lake home and there is a pool in the back yard,they have a
two-car garage but they have more than two vehicles and a lot of boating equipment in addition to the
pool equipment. The originalintent of the project was just to add the three-car garage but it has
blossomed into more thari that because it became clear that some adjustments would need to be made on
the home as far as the roofline. Gorman indicated they are willing to make the investment into their home �k'"�;�
to make those adjustments. They are adding some new lines basically to the front of the house,which will
improve the street appeal for the neighbors and the resale of the home.
Curtis displayed a picture of the existing home and a picture of the proposed home with a three-car
garage.
Page
11
NiINUTES OF THE
ORONO PLANNING COMNIISSION MEETING
Monday,September 17,"2012
6:30 o'clock p.m. ,
Gorman indicated the proposed location for the garage is to stay with the property line. Adding the room
on top of the garage was not something that they need to do or intended to do at the beginning but that
, they are requesting it now. ,If the Planning Commission recommends that it needs to be removed,they
would be willing to discuss that. _ ' �
Gorman indicated they have attem ted to lower the hardcover num�fro�8.2 ercent to 46.9 ercent.
From a structural coverage standpo t,that is currently�at°�l'0.�3 percent and th�y would be increasing that
to 14.4 percent,which is below the allowed amount. C�orman noted they are over on the hardcover due to
the pool and other things that were already on the pro�perty� _
Gorman sta.ted there are some other items on the ro�e Y✓`that the would be illin to discuss in terms of
P P �' „ y�' � g �.
decreasing the hardcover on the property. The existing d "veway can be narrowed:`�a�ome of the items
that they are willing to remove were not taken off the s ey. Gorman stated they ar g ing to replace the
fireplace and the chimney with picture windows and that �.e��iv ould like�o,start that project in a couple
of weeks. In the front of the house,the brick wall c�emove and�replaced�with landscaping.
Behind the brick wall is a sidewalk that is not used and can�also be remi��ed. On the right side of the
�� house,there is a walkway to the back of the yar�d and pool a ea:�They w uld b„�e;iwilling to remove that or
replace it with something more permeable. �The p�revious owners h d added ori a deck at the back of the
house which is not usable since it can only seat two chairs: Gorman indicated they can remove the deck
and the stairs as well. In addition,there is an area oveY�ori�he side of f.he house that could also be
eliminated completely. If the brick wall and��idewa�are removed.,�hey would be putting some
landscaping in that area. � �� �
Gorman indicated they did speak ith the neighbors' d`they seein to be in favor of the project. The
project will not affect the drainage�or�ading around the�.ho.as since the structure will be placed on top of
the existing driveway. .
Landgraver asked hat t Te.sum total`is of all t e,possible hardcover removals.
Gorm a n s t atedjto���collect'i�o n i' was 4 3'-8 squa"re feet.
. � .
� � � x � �
Cha�r Se�ioenzeit opened the pu�ic h�ing at 7:38 p.m.
� endon W`'alchezski,3580 Frederick Street, stated he lives across the street and that they have recently
mo ed into the neighborhood on'�August 4. Walchezski indicated he does not want to hinder the
applicants'plans for•developm nt'bnt�hat they do have some concerns they would like addressed. The
essential hc aracter of tYie�ne�'ghbor:is very wooded with very mature trees. Walchezski asked whether
some of those�rees would�be re o ed in the process of the construction. In addition,there is a berm in
the front. Walchezski asked if e garage would butt up to the end of the road or come right up to the end
of the road. �
Walchezski commented the area is beautiful and peaceful. Walchezski stated their house, as listed on the
MLS, is lakeview. They have approximately ten degrees between iwo houses and the trees but that you
can still get the feeling you are on the lake. The applicants did look at angling the garage to retain that
view,which is appreciated. Walchezski reiterated the neighborhood is very peaceful and beautiful and
questioned whether a large,three-stall garage would affect the resale value of their home. The maj ority
of the homes in the area are smaller,modest,ranch style homes with two-car garages. As you come
Page •
12
' . MINUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday,September 17,2012
6:30 o'clock p.m.
� around the bend in the street,you get the feeling of old lake living. Walchezski stated he does not want to
prevent them from adding more structure to their home but that he would like his concerns addressed.
Curtis stated the garage looks to extend just past where the existing loop in the driveway is up at the .
. house. „
Gorman indicated the berm and trees would stay.
Walchezski stated in his view a three-bay garage wi�l change the�,1 ok of�the neighborhood=as you veer to
the left. Walchezski commented everyone has a lot of things,b�f�th�they live within the'u m aans.
Walchezski stated he does not want to take away frorr�the Gormans their enjo�} nent of their roperty but
that he also does not want to be the one that has a hardship placed upon. �"��;��
Schoenzeit stated he would like to see all of the hardcov��calc�la�Eions arid�surveys completed prior to
approving this application. Schoenzeit indicated he is not in favo o.f.�what is currently proposed and that
he would encourage the applicant to table the a�lica and come bac with"her best proposal that is
designed as close to the 25 percent hardcover limit as possible.
� �.
Landgraver stated he is in agreement with that and that Staf�fhas suggested that the change would alter the
character of the neighborhood. -As you appTOach the p�operty;�the'house o the left appears to be almost a
twin to this proposal.
Curtis stated the hardcover level bein�posed is e concern witli the essential character of the
� neighborhood since it is not co .sis�nt with the rest�� the area. '
Schoenzeit commented the ast that th�ouse tucks behind the berm and trees is nice but that the
hardcover needs to_be reduced an the pl s*finalized.
.,�"� ��*�. � .�°�.
Schwingler stated`he also had the same questron regarding the character of the neighborhood but that he
thought it added to lie�character. �`���� . � •
Ct�rtis requested the Planning`Cornmission be more specific in their direction to the applicants as far as
acceptability of hardcover and reductions.
Schoenzeit�:• 25 percent is th�allowable limit or a practical difficulty needs to be demonstrated.
� � :
Schwingler ted the applicants aze r�educing the hardcover from 48.2 percent down to 46.9 percent and
asked if that is ough of�an impro ement.
� �
Schoenzeit stated m his�view�the hardcover should be reduced further. _
�
Leskinen noted there was some discussion about items that can be removed and asked if Chair Schoenzeit -��w�;
would like to see a plan with all of that removed.
Schoenzeit indicated he would like to see that depicted on the survey and the final hardcover numbers
calculated.
Schwingler asked what amount of hardcover would be acceptable. �
Page
13
NIINUTES OF THE '
� ORONO PLANNING COMIVIISSION MEETING
Monday,September 17,2012
6:30 o'clock p.m.
Curtis noted the applicants will not be able to get to 25 percent unless they remove the entire pool and °°'
patio in order to offset what they are adding in the garage.
Thiesse asked if the applicants could get to the 25 percent hardco�ver.limit.�f�they remove the pool and the .
patia � �'.-.� � _
Curtis indicated they,could.
� � rv.. .
, Thiesse commented he does not want to say that the"have ��remov t'he pool and pa 'o
�
Schoenzeit noted the proposed hardcover reductions are ot on.the survey and tha ose should be
incorporated into the survey.
. " �� �
Gorman stated to her recollection the reductions amounted to appro ' ately 4;000 square feet
�� � �
,.
�Curtis stated if they remove 1,400 square feet,,they will get very close to the�owed Tier 1 level. �`�j`
�' �'� -:..
Schwingler noted the applicant is off on her hardcover numbers and at it would not be 4,000 square feet.
Landgraver stated as it relates to practical d icn'lty,�e appli�ts`hay�ted storage needs. Landgraver
asked whether Chair Schoenzeit is r�uesting furth�r ela�oration o�that.
P,� � ����� � , � :�'
� Schoenzeit stated if the goal is to.have additional sto age�ing a two-car garage would not gain
them anything. ��'� ��
� Thiesse stated thexe.is,n�opractic 1�w,ay to add,�a third stall to the existing garage and that living on the
lake does de'mand additional„storage''space. If one of the garage stalls is being used for lake equipment,
. that is�practica��culty. Thie��sse inclica�fed he.do�es not know if it is enough of a practical difficulty to
warrant a three-car garage and the convert the e,�'x�stmg two-car garage into living space. ,
� �" � �.
Garman oted they presently r�ent a starage unit to store a lot of their outside items. �
� ` : �. �
Sc�o��enzeit a�ted the Planning�ommi"sion needs a practical difficulty to justify the uniqueness of the
appIic,�ation to d'emonstrate that�tk�e pro�perty deserves an overage over the newly expanded rules.
Schoenze t stated`tfie first step�is to see a refined plan.
� �
Lemke stated he ould 1"�.ke the pphcants to give it their best shot with the hardcover.
�:�_. ��
Gorman commented d�e t,�o fhe shape of the lot,they do not gain much froin the new hardcover
regulations.
Levang asked how the Planning Commission feels about the practical di�culty.
Thiesse stated he sees a practical di�culty in that a three-car garage is not an unusual thing to ask for and
that the existing garage cannot be added on to,but that someone will have to explain the practical
difficulty for the room up above the garage.
Page
14
e
' MIN�UTES OF TFIE �
ORONO PLANNING CONINIISSION MEETING
Monday,September 17,2012
� 6:30 o'clock p.m.
Landgraver encouraged the applicants to retain the berm and the trees.
John Gorman stated none of the trees or berm will be removed. ,
Curtis stated her concern is that the will come in with a ro osal�is n�25 percent and that she
Y p p �.
does not have the ability to guide them on how much hardcover ill be allowed by the Planning
Commission. Curtis noted given what has been discussed so�ar, e applic ts. ill not reach the 25
percent hardcover limit.
Schoenzeit noted the pool consist of a significant am unt of hardco, er.
Thiesse asked if the urchased the house with the ool�`
YP p ,
Curtis indicated they did. Curtis stated it might be likel tha��is completely built out and that if this
addition does not fit on the lot, it does not fit on the 1�
,{'�'�. � . , .
, Thiesse stated the Planning Commission needs de�irii e nurnbers o.xespond to.
r
� �
Gorman noted they will not be able to reach�he�5 pexcent l mYr. ���� � '� �
Leskinen asked if they would like the�ir�`a plic�tabled.
� � �'
Gorman indicated they will make fhe changes and come�back before the Planning Commission. .
"� �,��� '
Schoenzeit moved,Landgra�er seconded,to table Application 32-33576,John and Sherry Gorman,
3585 Fredericlz�tr.eet. VOTE�'c``^� yes 6,�Nays 0.
�'"�. ��, '�
6. 12-3542 CI'I'Y OF ORONO,AMEND tiONING CODE SECTION 78-72,LOTS OF
REC ,7:59 P.1GI:�8 18 P.M: �`"��;�
� �-," " � � �'�
Gaffron s ated in March of 20�.2,the City Council adopted Ordinance No. 92,Third Series,which in part
�amended*Zoning Code Section��8-72 to�bring it into compliance with Minnesota Statutes. The sta.tutes
rec�uire that'loc�al governments allow n�nconforming single lots of record within the Shoreland to be
develo,pedregardless of lot�are�f the�,one,meet local setback requirements;two,have a sewer �
connec`tio ar confor•ming septic system; and three,have no more than 25 percent hardcover.
The statutes als addres�thaf a�re part of a group of two or more contiguous lots of record under
common ownership,�wh�� ichmus be considered as individually buildable if each lot meets 66 percent of
the DNR standards for'`lot area and lot width and has a sewer connection or conforming septic system and
has not more than 25 per ent hardcover. � �
The significant difference between the two categories is that single lots of record are not granted an
automatic lot width variance but just an area variance. In either case,the DNR standards are much less
restrictive than Orono's historic lot area and width requirements for the"LR"zoning districts.
Having spent the last six months implementing the new standards, Staff questions whether Orono's
regulation for the %z acre and 1 acre"LR"zoning districts granting automatic area and width variances
Page
15
w �• . �
Date Application Received: 09/17/12 .
' Date Application Considered as Complete:09/17/12
60-Day Review Period Expires: 11/16/12
To: Chair Schoenzeit and Planning Commission Members
Jessica Loftus,City Administrator
From: Melanie Curtis, Planning&Zoning Coordinato�J�
Date: 10 October 2012 -
Subject: #12-3578, Dennis&Deborah Krump, 25 Stubbs Bay Rd N,
. Variance
Public Hearing
-----------------------------------------------------------------------------------
Zoning District: RR-16,One Family Rural Residential, 2-acres/200'width
Lot Area: 1.22 acres (53,200 square feet)
. Lot Width: 123 feet . _,
Application Summary: The applicant is requesting a side setback variance in order to construct
a garage addition.
Sraff Recommendation: Planning Department Staff recommends approval as proposed.
Pertinent Zoning Ordinance Sections`
Sec.78-395.Area,height, lot width and yard requirements.
(a) Height. No structure or building in the RR-1A district shall exceed 2-1/2 stories
and shall not exceed 30 feet in height except as provided in section 78-1366.
(b) Lots. The following minimum requirements shall be observed: �
Lot Area (acres) Lot Width(feet) Front Yard (feet) Side Yard (feet) Side Yard Rear Yard (feet)
Adjacent to Street
(feet) ' _
5 300 100 50 100 100
List of Exhibits
ExhibitA. Application
Exhibit 8. Practical Difficulties Documer�tation Form �"
Exhibit C. Proposed Survey '
Exhibit D. Proposed Plans and Elevations
Exhibit E. Aerial Photo
Exhibit F. Site Photos '
Exhibit G. City Engineer Memo ,
Exhibit H. Property Owners List �'`"
Exhibit 1. Plat Map
Background
The applicants' property is located in the RR-1A, 5-acre zoning district where a 50-foot side
setback is required for a principal structure. The applicants are proposing to construct a garage �
+
FILE#12-3578 "
' 10 October 2012
Page 2 of 3
addition to their home and existing garage. Because of the location of the existing home and
` the width of the property a setback variance is requested. The applicants request approval for
the new garage addition to be set back 29.2 feet from the north, side lot line where a 50-foot
setback is required.
------------------------------------------------------------------------------------
LOT ANALYSIS WORSHEET � ' .
Lot Area/Width:
RR-16 Lot Area Lot Width
Required 217,800 s.f. (5 acres) 300'
Actual 53,200 square feet(1.22 acres) 123'
Setbacks•
RR-1A Required Proposed
Front 100'
Rear 100'
Side 50'
Side 50'
Structural Covera�e:
Total Lot Area Total Structural Coverage
53,200 square feet(1Z2 acres) Allowed: 7,980 s.f., (15%)
� Existing: 3,391 s.f. (7.5%)
Proposed: 4,861 s.f.(9%)
Hardcover Calculations:
The property is not located with the Stormwater Protection Overlay District therefore hardcover
is not regulated. � .-..
------------------------------------------------------------------------------------
Side Yard Setback Variance
The subject property is a 123 foot wide lot in a district that requires a minimum of 300 feet in .
width. The required RR-1A 50-foot side yard setbacks allow for a legal 23-foot wide building
envelope. The applicants' home does not conform to the required side setback from either side
lot lines currently.The proposal does not increase the nonconformity as the addition is shown in
line with the existing home. There is no functional, conforming location to construct the
proposed garage addition as the property is currently being used.
-'�T�� Practical Difficulties Statement '���`
. Applicant has completed the Practical Difficulties Documentation Form attached as Exhibit B,
and should be asked for additional testimony regarding the application.
� .
` FI LE#12-3578
10 October 2012
Page 3 of 3
Practical Difficulties Analysis
In considering applications for variance, the P/anning Commission shall consider the effect of
the proposed variance upon the health, safety and welfare of the community, existing and
anticipated tra�c conditions, light and air, danger of fire, risk to the public safety, and the
effect on values of property in the surrounding area. The P/anning Commission shal/consider
recommending approval for variances from the liter'al"provisions of the Zoning Code in
' instances where their strict enforcement wou/d cause practical di�culties because of '
circumstances unigue to the individua/ property under consideration, and shall recommend
approva/only when it is demonstrated that such actions will be in keeping with the spirit and
intent of the Orono Zoning Code.
Staff finds that a prectical difficulty exists in the width of the property and the zoning
requirement for a 50-foot setback. The applicants' proposal does not encroach closer to the
side lot line than the existing home and therefore does not alter the character of the locality. �
Issues for Consideration
1. Does the Planning Commission find that that the property owners propose to use the
property in a reasonable manner which is not permitted by an official control? � "
2. Does the Planning Commission find that the variance, if granted, will not alter the
• essential character of the neighborhood?
3. Does the Commission find it necessary to impose conditions in order to mitigate the .
impacts created by the granting of the requested variances? If so, identify.
4. Are there any other issues or concerns with this application?
Staff Recommendation '
Planning Staff recommends approval of the variance as requested.
�
• PC Exhibit A
City of Orono � . �
Variance Application
� Streef Address: Appiication# �Z�?jr'✓1 g
��� � 2750 Kelley Parkway Date Received: 2
O O �rono, MN 55356 Staff: ��[�i .
Main: 952-249-4600 Fee: $700
a � fax: 952-249-4616 . RenewaL $350 .
�'.�c, Gti`�' Mailing Address: After-the-fact: $1,40 ouble Fee
• '�.E�o.g,w P.O. Box 66 Escrow Fee: $700 $2,500 -
Crystal Bay, MN 55323-0066 (Z p0�2�
This application form must be completed in full. Applicant will be notified within 15 days as to the status of the
application. Incomplete applications will not be placed on Planning Commission Agendas.
PROPERTY INFORMATION: � .
Site Address: ,,���y! �"Li.��S` �i� y !�1� I✓L4i�'�L i����t!' >>�.�>�
Property Identification Number(PIN): �;",��/�"-,Z_�� p��
Date Property Acquired (month/ ear): ��; J9�L ❑ Yes, I own the adjacent parcels. . ,
Zoning District: �-� � � �
APPLICANT INFORMATION: (Complete legal names and marital status required for each interested arty)
Name: -' ,�S •� - �� L v.�/�
Phone (home): �,>s���a� _'�;.3y.- Phone (work): —
Complete Address: � � .��-���,,s�; � �y �1>'�
City, State &ZIP �I�.�/��� i��,4��V , �rv_ �'.i�"� �
Email: fJ��T,i i Sitfl�� � l�:�J.r.��� > �'a�� Fax:
OWNER INFORIVIATION: (Complete legal names and marital status required for each interested pa.y)
Name:j� i7� /� ci' � Y�' �'..�' �
Phone (home): �5 � - �7,� �7��,� Phone (work): -�--
Complete Address: �.�- �i . �':•V�,r4� i�y 'J�fa -
City, State &ZI P �,a./a�� ��F�h/ . ;�,�� ,,� .�3 -��
Email: f/f�i`�i>.TS�V v�:,� �� �f�1.4-�z..�i�.�' Fax:
DESCRIPTION OF REQUEST:
Describe the request in detail (attach additional sheets if necessary): � ;,;���a a--� �,��a ,�
��-c�l��_L�� �rJ ��.� �►:,��r�:' ��d'fa� ��= .�i�+ z:�C/��/�G c�.�tl�.����
T�� J�t��� ,u���TTi�� �►:L�.. ,i�I'�-� � .��/Y ��.�''i,��i� ��i�'
�`i�/� �X f�� G�f:i�,.,��-�- �c o� `f'�i% �J� ,.����c,GGI�
d..
� t
Variance Application Updated: January 31,2012 CBT�° OF ORONQ
- 13- � �
. }
REQUIRED SUBMITTALS:
All of the following information must be submitted by the application deadline date in order for your
application to be processed.
� : . , _�.::. ..� , „
,� � � . .�,m. �..� , .
.
� . ;
,
. '
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M -
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�� .e � ���„ �a'.. f��,•...<.. ,w:. a�. - 't
e. _ f._
..._. .... ..._. ._.. . .w._ , .. . _. . _ ..... . . _.. ... .
� ❑ Escrow A reement si ned
_., � �, - �. ^ . . ��-s.°rn?..: ..�_ �?_"�. .. . .. .,, - -
❑ Pre-A lication Form
_ .... . .. ...... . . . �. .. ..�..,Y � :l1rAf'_ ' ' ,R..�w.FC�
' �a . , �.. �� �'���_
❑ Practical Difficulties Documentation
. ._ _ __ _. _., _
ck�'r ' . ����-.�.��.�. .�.s. �°
. � Surve meetin� ALL re uirements
_'__ ' .... .... ,� .. � .. .. .. . . . . . . '
»
'e Y C
� r.�
...n..-.. . .�i-• �. �.. l...�..J.., _ . .�... , . . ,1:.. a . .� . . .
❑ Hardcover Calculation s
. .. _. , , � .
� � ..� ; �_ � � � �= .. ��� F�n ����, � - -
� �..... ..>-...�_ . .. _. . �6.. .. ..- + .. �. ...., .. _.-..., .- ..__ ....W...tRZ . . . . .... .
-❑ Wetland Delineation
. _ _ � * . - .
�t;��1 ,���I _ i'�n _ +..
:... . _ _ _.:.. _._ _� _. , . .
❑ Buffer Im rovement Plan �
7"' >�t
�. �
. • `C_
APPLICANT AND/OR OWNER: ' `
4 �
• 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. ,
• Ceitify that the information supplied is true and cocrect to`the.best of his/her knowled.ge. The applicant and
owner recognize that they are solely responsible for submitting.a{compl�ete 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 appl'icant and/or owner is,unable to attend a sclieduled meeting,
please make arrangements to have an authorized representative attend in place of the applicanUowner and �
advise the City Planner assigned to your project. '• � .
Applicant's Signature: Date:
Applicant's Signature: � � � Date: �
. ._i. . _ . . . ,. ..
Owner's Signature: � J Date: 9 —f/jL•— JZ
�
Owner's Signature: `Date:
� , ��������
� SEP 17 Z012
Variance Application Updated: January 31,2012
�ITY OF �RON(3
- 14- �
:
. PC Exhibit B
PRACTICAL DIFFICULTIES DOCUMENTATION FORM
This form is a required submittal for ALL variance applications. An application will not be considered ,
complete or placed on any meeting agendas until this form is complete and submitted to the City.
Minnesota State Statutes Section 462.357, Subdivision 6(2) requires that practical difficulties be demonstrated in
order for a variance to be granted. The difficulties must be unique to the property as variances run with the land
and not the land owner. Personal and economic situations are not considered valid practical difficulties. In order
for an application to be heard by the Planning Commission and City Council practical difficulties having merit must
be demonstrated. �
HOW DO I PROVE A PRACTICAL DIFFICULTY? �
This form has 12 points outlining the basis City staff uses to determine if practical difficulties exist and how the
variance will affect the surrounding community. To prove practical difficulties, address all the relevant points
listed below and answer them as clearly as possible.
Since you are requesting the code exception, you have the burden of proving that the variance is justified.
The information the City receives is what is used in determining a denial .or approval recommendation. If you
leave something out it will not be considered.
. :�:
Please address�each of these d�culfies criteria as they relate to the request, if they do not apply, write N/A in the
space provided:
1. "The properiy owner proposes to use the property in a reasonable manner not permitted by,the Zoning
Chapter."
..� tal.4-�T ,r'v 1�UT c�/� /-ir C�.CE>Z.4G�
2. "The plight of the landowner is due to circumstances unique to his property not created by the landowner."
/T�S �d�il�C� ,� .�� /'�4�7,(7�D �Y� /,t /�Sv l'�,�.��/'G�
3. "The variance, if granted, will not alter the essential character of the locality."
�i �� t...L �3 GL�.c/� 1Rr/ c�,P/�'SC�sv ,RG�7C�--
4. °Economic considerations alone do not constitute practical difficulties if reasonabte use for the property exists
under the terms of the Zoning Ct}apter."
�'GVUD�ic„�t--GL�s .�np�,4->2Q x�c� v✓�s� ,�x��s 1 s :� e��L�
��C,Y/C./-L OL.-¢Gf� �1�� �L�� f T
5. "Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy
systems. Variances shall be granted for earth sheltered construction as defined in Minnesota Statutes,
Section 116J.06, Subd. 2, when in har�ny with this Chapter."
��—
����-�`� 6. "The Board of Appeals and Adjustments or the Council may not permit as a variance�any use that is not
allowed under this Chapter for property in the zone where the affected person's land is located."
/i 5 r)U cS�' � C�4/,UG �-f � � �'a�'.��(-GF
R�����tD
Variance Application Updated: January 31,2012
SEP 17 ���L
- 18-
CITY OF ORONO
7. "The Board or Councii may permit as a variance the temporary use of a one-family dwelling as a two-family
dwelling." ��
8. "The special conditions applying to the structure or land in question are peculiar to such property or
immediately adjoining property.°
i.�>S �< A-r�d�v��'� ;YL1L �.cl� y f�S�i,Q r, ��/ �`.��
�i�iZ��'/�i ,Yy rl-�.¢Y �z �.1/1..L �/ � ��'O��L�G:�Y
9. "The conditions do not apply generally to other land or structures in the district in which said land is located."
�l/ S ���rn,Ga-�'G i s �-�/ ����f;Yi��/ � �-,��='�L�� ��a��Z.
10. "The granting of the application is necessary for the preservation and enjoyment of a substantial property right
of the a�plicant."
� � J�G��/J h�f 4.LC G��2.4-�� �.i�.�CL ✓d GG��� ✓�.�/LZ��
c rr� �->'L�S i�v s�nc
11. "The granting of the proposed variance will not in any way impair health, safety, comfort, morals, or in any
other respect be contrary to the intent of the Zoning Code." �
I✓`�' i�!US,}" i4 �f-�> /-l.Gi=
12. "The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to
alleviate demonstrable difficulty." .
fT W/Z.L 1�L�� G.4125 c J-JZ.4-JL,��/z s G..L�C•. ��Jr �i'= cSlC��✓
� �C= �7"�Gz �l�l G/�80/1 S 5'f6�,r' .
Practical Difficulties Statement
' ` Should you feel the practical difficulties cannot fully be described in the above criteria, describe fhe practical
difficulties preventing compliance with Zoning Ordinance requirements in the following lines (attach additional
sheets if necessary):
��������
. VarianceApplication Updated: January 31,zo,2 � SEP 17 �012
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• � BOLTON 8�. M �N K , I NC�
- � Consulting Engineers & Surveyors
'� 2638 Shadow Lane, Suite 200•Chaska, MN 55318-1172
Phone(952)448-8838•Fax(952)448-8805 .
www.bolton-menk.com
October 3,2012 �
�"City of Orono ` � �
Attn:Melanie Curtis .
PO Box 66
Orono,Mn 55323 •
RE: Pernut Application 2012-3578
Garage Construction
25 Stubbs Bay Road North
Dear Melanie:
As requested,we have reviewed the submittal package for the proposed garage construction at 25 Stubbs
Bay Road Nort�..fThe submittal package includes the following documents: a.�.,.,.
V1N�?. k'�k�.
1. Certi�cate of Survey prepazed by Gronberg&Associates,dated September 16,2012
2. Elevations and foundation plan sketches, dated August 17,2012
Based on our review,we offer the following comments for your consideration:
1. The applicant is proposing to construct an addition to the west side of the e�cisting garage,
matching the existing roof line and maintaining existing drainage patterns.
2. This project will disturb less than 25 cubic yards of material. Therefore, a Storm Water Pollution
Prevention Plan(SWPPP)is not required.
3. The area proposed for the garage addition is currently hard-packed earth and is used for outdoor
pazking. Therefore,the affect on peak runoff rates will be insignificant.
4. A steep slope exists directly west of the proposed gazage addition. Care should be exercised
during co�struction to protect this slope and prevent erosion. . �
Please contact me if you have any questions or need additional information.
Sincerely,
BOLTON&MENK,INC.
�.6�� `���
,.
Robert E.Bean,Jr.,P.E.
Water Resources Engineer
. .o.�s�
. ,F, _ ..
� RUN DATE: 8/29/2012 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIST) PC Exhibit H
38 OS-117-23 21 0001 38 32-118-23 34 0004 38 32-118-23 34 0005
CITY OF ORONO AMELIA C KROEGER DENMS M KRUMP
55 SNBBS BAY RD S 65 STUBBS BAY RD N 25 STUBBS BAY RD N
CITY OF ORONO AMELIA C KROEGER DENMS M KRUMP
CITY CLERK 65 STUBBS BAY RD N 25 STUBBS BAY RD N •
PO BOX 66 MAPLE PLAIN MN 55359 MAPLE PLAIN MN 55359
CRYSTAL BAY MN 55323 '
38 32-118-23 34 0006 38 32-118-23 34 001] � 38 32-118-23 43 0006
J F DUNN&M A DUNN TRUS'I'EES W E SHATZER&L C SHATZER S J ROBERTSON/R E ROBERTSON
38 ADDRESS LTNASSIGNED 3685 WATERTOWN RD 3565 WATERTOWN RD
JOHN F DUNN WADE E&LAURA C SHATZER SANDRA&ROBERT ROBERTSON
20 S BROWN RD 3685 WATERTOWN RD 3535 WATERTOWN RD
P O BOX'77 MAPLE PLAIN MN 55359 LONG LAKE MN 55356
LONG LAKE MN 55356
I CERTIFY THAT THE FACTS REPRES ARE AN A TE AND UE PRESENTATION OF INFORMATTON
AS ITAPPEARS THIS DATE ON THE CO TY AJ�AYER VICES DEPAR'fIvIENT.
DATE: R I IC � n �n�•�
�
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. „
��6s��Q9��
., SEP 1 % 2012
��TY OE�ROIVO
ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM
I (we) P�l.l� /�-v �'E ��°J�c� of �ov� �T�-�aUs 11���c�
[print name(s)] [print ad ress]
have r view d the I ns for the proposed improvement or proposed use of the property located at
S $ also referred to as Land Use Application Na
� 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. .
� � /� 7�in�- o`lol�
Property Owner Date
Property Owner Date
� If you have:.any information that may assist the City in the review of this Land Use
Application, please submit your comments to the Building &Zoning Office at least 10
days prior to the scheduled meeting date.
*��*�.��.�*«***��«,�«*.�,t,�.�**.�.�,�,�*,�,�*«�*«**«,�***««*�******«**�««,�*�,�,���*,��.,*.�*�*,�*�„�.,��«*�.,,�.,�*«
ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM
I (we) �f .
[print name(s)] [print address]
have reviewed the plans for the proposed improvement or proposed use of the property located at
,� , also referred to as Land Use Application No. � .
I (we) understand that in executing this acknowledgement, I (we) am (are) not asked to declare approval or
disapproval of the property or use but merely to confirm for the City Council that I (we) am (are) aware of the
improvement plans and that the proposed neighbor's project or use requires Council approval.
,
Property Owner Date
Property Owner Date
If you have any information that may assist the City in the review of this Land Use
Appfication, please submit your comments to the Building &Zoning Office at least 10
days prior to the scheduled meeting date.
� .... ��������
Variance Application Updated: January 31,2012
- �7- SEP � � 2012
cA�r oF oPONo
:
PC Exhibit I
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; i Hennepin CountyGlS Division M►ap Legend: �
;soo soucn bth street Map Scale: 1" = 170' '
�'Minneapolis,MN 55487 Buffer Size• 150 feet ( i �
gis.info@co.hennepin.mn.us ' � �atet' Major Roads � �
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Date Application Received: 09/19/12 .
Date Application Considered as Complete: 09/19/12
120-Day Review Period Expires: 01/17/13
To: Chair Schoenzeit, Planning Commission Members
Jessica Loftus, City Administrator
From: Melanie Curtis, Planning&Zoning Coordinator
Date: 9 October 2012
Subject: #12-3579,John Lein, 2700 Sixth Avenue North
Preliminary Plat
Public Hearing
Zoning District: RR-1B One Family Rural Residential District(2 acre/200'width)
„ Existing Lot Areas: 9.44±acres dry ,
`�'^° _ +5.57±acres wetland '
' 15.01±acres total
Application Summary: .
This application contemplates preliminary plat approval to create four new,2+acre buildable lots and
a private road from the original 15±acres.
1. Lot 1 is proposed to contain 4.62 acres total;2.45 acres dry, buildable
2. Lot 2 is proposed to contain 5.82 acres total;2.27 acres dry, buildable
3. Lot 3 contains the existing house and is proposed to contain 2.06 acres dry, buildable;
4. Lot 4 is proposed to contain 2.02 acres dry, buildable.
All of the lots would be served by a new private road with cul-de-sac extending northerly from Sixth
Avenue North (CSAH 6).All lots would be served by private septic systems and private wells.
Staff Recommendation: Staff recommends approval of the preliminary plat subject to the conditions
outlined within the staff report as well as conformance with the City Engineer's recommendations. � �
List of Exhibits
ExhibitA. Application
Exhibit 8. Preliminary Plat Survey&Proposed Grading Plan
Exhibit C. Preliminary Road Profile
Exhibit D. City Engineer Comments
Exhibit E. Site Photos
Exhibit F. Aerial Photo •
Exhibit G. Conservation Design Report
Exhibit H. Wetland Delineation Report � ° �
Exhibit 1. MCWD Notice of Decision
ExhibitJ. Summary of Estimated Fees
Exhibit K. 2012 Fee Schedule (excerpts)
Exhibit L. PC Minutes from Sketch Plan—07/16/12
Exhibit M. 60-Day Extension Letter
Exhibit N. Property Owners List
Exhibit O. Plat Map
#12-3579
� 9 October 2012
Page 2 of 5
PRELIMINARY PLAT REVIEW
Conformity with 2010-2030 Orono Community Management Plan
The proposed subdivision is in conformity with the guiding of this area for single family rural residential
development at a maximum density of 1 unit per 2 acres. The proposed development generally
conforms to the 2.0 acre dry-buildable, 200'width standards of the RR-1B Zoning District.
Relationship to Surrounding Development
The proposed single-family development with 2-plus acre lot sizes is consistent with existing
development in the surrounding neighborhood.The surrounding properties vary in size between 0.5 to
20+ acres. The Orono Schools, Ice Arena and ball fields are across CSAH 6 to the south from the subject
property. .
Conformity with Zoning District Lot Requirements �
The property is located in the RR-16, One Family Rural Residential District,which allows for single family
rural residential uses with a minimum lot size of two dry buildable acres. Each proposed lot meets the
minimum requirement of 2.0 acres of dry buildable land.
General Site Characteristics " �
The site�contains a 5+acre Manage 1 wetland. A wetland delineation has been conducted and has been
shown on the survey. The City has received a copy of the delineation and of the Minnehaha Creek
Watershed District approval of the delineation. Proposed Lot 3 contains an existing principal structure
and bridge over a drainage creek. There is an existing outbuilding/barn on proposed Lot 4. The existing
driveway will be abandoned and an outlot will be platted to serve as the private road with cul-de-sac. A
storm water pond is proposed to be created to address stormwater resulting from the new hardcover of
the development. The storm water pond will straddle the common lot line between proposed Lots 1
and 2. The area taken up by the storm water pond has been deducted from the dry buildable acreage of
each tot.
Lot Layout and Lot Standards
The property is situated along Sixth Avenue North otherwise known as County State Aid Highway 6
(CSAH 6). The Keller Estates development of Medina is situated to the north, a large 20+ acre property
is to the west and the Lee Carlson Ballfields are across CSAH 6 to the south. According to the RR-16
Zoning District standards, all of the lots must contain 2.0 dry acres and meet a 200' width requirement
at the road frontage as well as 50' principal building setbacks.The proposed lots lay out as follows:
Proposed Lot 1: Proposed Lot 1 will have 2.45± acres dry land (excluding the proposed storm
water pond). This includes a seemingly disconnected piece at the southwest
corner; the preliminary plat survey indicates this piece is contiguous.This lot is a
• ' corner lot proposed to have 288 feet of frontage along the private road and 600
feet along CSAH 6. The private drive frontage should be considered the front of
the property for lot layout purposes and the property should not have access on
to CSAH 6.There is a Manage 1 wetland in the western half of the lot. There is a
sufficient buildable envelope available, and all of the required RR-16 district lot
line setbacks can be met.
Proposed Lot2: Lot 2 has 61± feet in width at the cul-de-sac, and ±140 feet in width at the
#12-3579
9 October 2012
" Page 4 of 5
The City requires standard perimeter, drainage and utility easements around all property boundaries in
the plat as well as Conservation and Flowage Easements over the delineated wetlands and wetland
buffers. Tree conservation easements should be provided to protect the trees as indicated in the
Conservation Design Report. �
Park/Trail Easement/Fees or Dedication Needed
A trail currently exists on the south side of CSAH 6. The planning commission recommended the
developer dedicate a trail easement in the subject property along the north side of CSAH 6 as part of this
plat.
The Park Fee is determined as 8% of the fair market value of the land being subdivided, or a maximum
of$5,550 per residential dwelling unit. For this property, staff has determined that as there will be three
new dwelling sites,the Park Fee will be$16,650.
Stormwater and Drainage Improvements
The development is subject to the Stormwater and Drainage Trunk Fee of$3,360 per acre x 12.08 total
acres(adjusted according to the 2012 Fee Schedule 2-acre maximum fee stipulation) _$40,588.80. �Y:;�
Utility Locations and Availability �,
The subject property is not located within the Metropolitan Urban Service Area (MUSA); sewer service is
not available to these properties. The properties are proposed to be served by septic systems�and .,
private wells. All septic systems must be located 20' from all property boundaries, 20' from structures,
hardcover and the delineated edge of wetlands. Private wells shall be setback 3'from structures and 50'
from septic systems. Septic system designs have been submitted to the City and have been approved
by Willie Gibbs,Septic Manager.
Issues for Discussion
Conservation Desi�n: The developer has prepared a Conservation Design Report which identifies areas
where trees and positive views should be preserved; the plan also outlined invasive, non-native species
to be removed. The report indicates the developer should either 1.) Preserve the existing pine stand
along the old wheel strip driveway; or 2.) Remove the trees and re-establish the area with turf grass.
Staff would suggest an option 3.) A modified option #1 for less site disturbance: staff suggests the
developer preserve the existing pine frees; leave most of the wheel strip driveway as-is but to remove
the driveway curb cut at CSAH 6 and restore the ditch area; some trees or shrubs may be necessary in
the driveway opening. This option would make the wheel strip driveway "invisible" from CSAH 6 and
preserve the stand of pines. The developer could do a similar treatment to the north end of the
driveway where Lots 3 and 4 meet. Has the planning commission identified other areas which should be
reviewed, protected or preserved as part of the plat?
Existin� Buildin�s: The developer is proposing to remove the existing barn. For the time being the
existing home on proposed Lot 3 will remain. The developer should clarify the status of the existing
bridge. �
Access: The applicant is proposing to create an Outlot in a new location for the new private road.
Creating the private road to City standards may impact the adjacent wetlands. The City would expect
that the existing curb cut for the current driveway at CSAH 6 be eliminated and the access to the
driveway, as it cuts through Lots 3 and 4, be removed. The additional hardcover may trigger the need
' , #12-3579
9 October 2012
� Page 3 of 5
principal building setback, contains 2.27± dry acres in area (excluding the
proposed storm water pond), and contains a large portion of the Manage 1
wetland on the western portion of the property. All required RR-16 setbacks can
reasonably be met when this lot is developed with a new home.
Proposed Lot3: Lot 3 has 61± feet in width at the cul-de-sac, and ±140 feet in width at the
principal building setback, contains 2.06± dry acres in area, and contains a
drainage creek which runs down the eastern and southern portion of the
, property. The existing home is situated on this property as well as a small bridge
crossing the creek. The developer should identify whether the house is proposed
to remain. It appears all required RR-1B setbacks can reasonably be met when
this lot is developed with a new home.
Proposed Lot 4 Lot 4 is also proposed as a corner lot with 2.02±dry acres; it will have 284 feet of
frontage on CSAH 6 and over 250 feet on the new private road. The private road
should be considered the front for setback purposes and there should be no
access directly on to CSAH 6. All required RR-1B setbacks can reasonably be met
when this lot is redeveloped'with a new home.
Rural Oasis, Conservation Design &Woodland Impacts '
The property has a an area of existing woods along CSAH 6 and along and a pine stand along the eastern
property line, one 5+ acre wetland and an open view-shed over the wetlands from CSAH 6. The Rural
Oasis Study and Conservation Design Master Planning process has been formulated to help determine
on a case-by-case basis what natural values should be preserved. This project triggers the need.for the
developer to conduct and submit a conservation design plan. A Conservation Design Report has been
submitted by the applicant which indicates trees along the creek, CSAH 6 and the north property line
should be preserved. The applicant should provide conservation easements for perpetual protection of
the trees for road noise sound buffering,screening and erosion protection purposes.
Wetlands on Site and/or Impacted
According to the submitted survey there is a 5+acre Manage 1 wetland on the property requiring a 35-
foot native vegetated buffer and a 20-foot structural setback from the buffer. The wetland has been
delineated and approved by the MCWD. Establishment of wetland buffers and buffer setbacks will be
triggered for the lots containing wetlands. The City will require a Flowage and Conservation Easement
over all wetlands and buffers designated on the site. Wetland buffer signage should be purchased by
the developer for installation along buffer areas and where the buffer intersects lot lines.
Road Layout and Standards
The applicant is proposing to plat Outlot A to create a 50-foot private road corridor with a 100 foot cul-
de-sac as required by the Subdivision Ordinance and the CMP for a local private road. The developer
should submit.maintenance covenants for recording with the plat which address on-going maintenance �:t::;�
and upkeep of the private road. The existing driveway access to CSAH 6 should be abandoned. The
standard paved width for this road would be 24 feet with a 50 foot diameter cul-de-sac. Street design
information was submitted with the application materials and has been approved by City Engineer. An
access permit is required from Hennepin County in order to relocate the access and create the private
road.
Road Improvements and/or Easements Needed
#12-3579
9 October 2012
Page 5 of 5
for creation of a stormwater management pond. A stormwater pond is proposed and is shown on the
preliminary plat drawings.
Staff Recommendation
Staff recommends approval of the preliminary plat to create 4 buildable lots. The City Engineer has
reviewed the preliminary plat application materials; the comments are attached as Exhibit D. The
developer should prepare a final plat application which responds to and incorporates the
recommendations of the City Engineer. �
Planning Commission should walk through the report and discuss any potential issues with the
developer and give direction where necessary. Planning Commission should make a motion to approve;
deny or table the application.
r%'`a t
_:�:.
T=�'� � PC Exhibit A
.�� .
_;�
City of Orono � �
Subdivision Appiication
Sfreet Address Application# � 2� 3-rj�
��� 2750 Kelley Parkway Date Received:
O O .Orono, MN 55356 �
Amount Paid?�' •
Staff: �jiG
Main: 952-249-4600 Fee:
fax: 952-249-4616 Renewal:
�� ��`� Mailing Address: �
�'�'EsKOg''� P.O. Box 66 �,d10� ��� ��Z—'(�a�'
Crystal Bay, MN 55323-0066
This application form must be completed in full.
PROPERTY INFORMATION:
Site Address: Z7o o G'� c�- R/ �.oa/6 Llr k� f?,✓ $"",�3,�G
Property Identi�cation Number(PIN): _Z8-//8-2,�- y2- dvoZ
(Attach legal description to application if not included on the survey.) . • . �
Date Property Acquired (month/year): Mo-�- /9�z � Abstract or❑ Torrens, please check one
Present use of property: �Residential ❑ Other
Zoning District: �Q R-1 dr
.�,
APPLICANT INFORMATION: (Complete legal names and marital status required for each interested party)
Name: �frn/ /.� �E"/Iv
Phone (be�e):� 2_39' Z91 /( 3 a Phone(work):
Address: �L9 L GT, �kr y�iS FL 339d S
�� Email: C�er Y� 1 S'2 d�►�.ari 1� COn�i •.'� Fax: .
�� /�lG( S(,!'1-f" 1%> �s'd��l�f s�iTG�d� ��d l� ��1 � r/% �. e�e�-da. �Cvl B�- .
OWNE INFOrei�ATION: (Complete legal names and marital status required for each interest�d party)
Name: 5.�1 L - �
Phone (home): Phone(work):
Address:
�E iL• Fax:
EXISTING LAND USE:� ���� �n
Number of Tax Parcels: /�
Development Size: 9 yy Acres Dry Land
S_ s'7 Acres Wet Land
/S,D/ Acres TOTAL, all parcels �
Present Use(check one) � Residential; Number of Units: / � .
❑ Other: (Speoify)
Present Zoning District /1 Q--t B �
Proposal: '
❑ Division for Tax Purposes
❑ Lot Line Rearrangement Only(no.new building sites) R�����,��
�' Subdivision for New Building Sites
Number of Building Sites 1 Existing Units
3 New units . SEP 1 �' �012
�- Total Units
Proposed Gross Density �f Units per /.So�Acres , CITI(OF ORONO
Minimum Lot Size �7�i2o Square Feet Dry Buildable Land •
Proposed Use(check) �T Residential
. ❑ Other(specify)
Subdivision Application Last Updated: November 2010
10
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� � SEP 19 2012
MINIMUM MATERIAL REQUIRED FOR COMPLETE PRELIMINARY APPLICATION CI�TY OF ORONO
1. Payment of fees (refer to"application fees" listed below).
2. Completed application form. i �
3. Preliminary plat information on Certificate of Survey.
4 Certified Property'Owners List of owners within 350' (you must obtain this list from Hennepin County Department of
Finance, Government Center, A-603 300 South 6 Street, Minneapolis, telephone 612-348-5910).
5. As an addendum to this application, please attach a separate list of any other persons you wish notified of this'
application.
,
MINIMUM MATERIAL REQUIRED FOR COMPLETE FINAL APPLICATION
1. Payment of fees(refer to Preliminary Subdivision Approval resolution and park fees if appl'icable).
2. Signed Certificate of Survey or mylar copies of formal plat.
3. Title opinion. , .
4. Easements, covenants, etc.
5. Developers Agreement and Letter of Credit. .
APPLICATION FEES (Zoning Administrator to check[X]those which apply)
A. Application Base Fees � � TOTALS
Sketch Plan Review(Class I,�II•& III) $350.00
Subdivision of a Lot Line Rearrangement$700.00 �
Subdivision Application (Class I & fl) $700.00 -'� k`�
� Preliminary Subdivision Applicetion $850.00+$30.00/lot (Class III & all non-residential) �70
Final Plat ApPlication (Class III)$700.00, 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; 3 bg lin. ft. x .50= $ ��� /?l�
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 ZyD
C. Flexible Application Fees/Miscellaneous Fees .
Variance$700.00
Vacation of Public Road $100 per benefiting property($700 minimum per application}
Easement Vacafion Associated with a Subdivision $200.00 � �
PRD Application witJa Subdivision $35.00 per dwelling unit
D. Application Escrow � �D,�Q�?�
The applicant hereby agrees to provide all information required or requested by Planning Department Staff, City
Engineer, City Attorney, Planning Commission and Council necessary to process this application and further agrees to
pay all additional fees established by ordinance.
'�'`''� Applicant's Signature: � /t-` � � Date: � � �Z
Owner's Signature: � Date:
Applicant must have all submittals into the City Office 25 days before the Planning Commission meeting. Planning
Commission meetings are held on the third Monday of each month. Applicants must be present at all scheduled review
meetings of the Planning Coinmission and Council. If an applicant is unable to attend a scheduled meeting, please make
arrangements to have ari authorized agent attend in your p.lace and to advise the City Planner assigned to your project of
� this change prior to the meeting.
Subdivision Application Last Updated: November 2010 �
. 11 �
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REVI ION DESIGNED �MERF9YCFRTFY7W�TTMSRN{SPECFIGiIONORREPORT ' °���
W,�,��,��,��„��,��S��N. a"-'Z GRONBERG & ASSOCIATES, INC.
DATE er REMARKS p A�yN ,��T��STATEO�F AtAlmlN640T��� �`50' CIVIL ENGINEERS,LAND SURVEYORS,LAND PLANNERS
H CKE �2-zS�A 445 N.WILLOW DRIVE LONG LAKE,MN 55356
wre 9.• ..i2 ►erxauc�r+ser+ur.�e 7S °�,s PHONE:952-473�141 FAX:952-473-4435
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REVISIONS SIGNE �h��,�,�,a��,,�w�,,�,�«,,am� �-��+Z GRONBERG &ASSOCIATES, INC.
DATE BY � - REMARKS wes prepared by me or uWer nry dkad spervisfon
� andmatlamaduryuoensedciviEngineecundar ^°°� CIVILENGINEERS,LANDSURVEYORS,LANDPLANNERS
tlie Isvs of the Slate of Minnesota. .
c E —,� .� +z-zs�a 445 N.WILLOW DRIVE LONG LAKE,MN 55356
o,;,� _��-�2 „�„���iz�ss ;ff„ PHONE:952-473-4141 FAX:952-473-4435
_ . , PC Exhibit D
• = BO!-TON 8; M �N K , I NC�
� Consulting Engineers & Surveyors
" 2638 Shadow Lane, Suite 200•Chaska, MN 55318-1172
Phone(952)448-8838• Fax(952)448-8805
www.bolton-menk.com
October 8, 2012 ,
City of Orono
Attn: Melanie Curtis
PO Box 66
Orono,MN 55323
RE: Preliminary Plat Application 12-3579
John Lein Plat-2700 Sixth Avenue North
Engineering Review#1
Dear Melanie: •
As requested,we have completed an engineering review of the documents submitted for the above� �
referenced project. Our current review is based on the following submittal items:
� • Subdivision Application; dated 9/19/12 �
• Preliminary Plat prepared by Gronberg&Associates;dated 9/17/2012
• Preliminary Road Plan&Profile prepazed by Gronberg&Associates;dated 9/17/2012
• WCA Notice of Decision for Wetland Boundary; dated 10/13/12
• Conservation Design Report prepared by Svoboda Ecological Resources; dated 9/18/2012
• Vegetation Management Plan prepared by Svoboda Ecological Resources; dated 9/18/2012
• Drainage Calculations prepared by Gronberg&Associates; dated 9/18/2012
� Drainage Area Map prepared by Gronberg&Associates; dated 9/17/2012
- We offer the following observations, comments, and recommendations for your consideration:
1. The grading around the proposed pond and existing intermittent creek needs to be better defined.
- The 988 contour west•of the pond is possibly mislabeled as 990, and if the-creek is to be rerouted
around the pond,additional contours, spot elevations,and drainage arrows should be added to better
delineate what is proposed.
2. A�Stormwater Pollution Prevention Plan(SWPPP)will need to be submitted as part of the Final
Plans. The SWPPP should include additional siltfence along the internuttent creek as necessary,
riprap on the downstream end of all culverts for energy dissipation,erosion control blanket and ditch
checks on the swale from the road to the pond, and a rock construction entrance.
3. Drainage calculations for the proposed stormwater pond meet City requirements. Proposed runoff
rates will be restricted to less than existing runoff rates.
4. Drainage calculations must be submitted as part of the Final Plans to confirm sizing of all culverts,
including the existing culvert under the driveway for Lot 3.
5. As part of the Final Plans,Drainage and Utility easements must be placed over the wefland,wetland
buffer, stormwater pond,intermittent creek, and all ditching and culverts directing runoff to the pond
or wetland. The easements should be shown on the Final Plat and Final Street,Utility, and Grading
Plans.
Preliminary Plat Application 12-3579
John Lein Plat—2700 6`�Avenue North
' Page 2 I
6. The estimated cost of proposed street and utility improvements must be submitted as part of the Final
Plat process for determination of the total Letter of Credit amount. A Letter of Credit written to
150% of cost of improvements must be submitted prior to any land disturbing activities.
7. The proposed construction has the potential to adversely impact the wetland which will trigger the
wetland protection ordinance requirements.Therefore,the following should be considered:
' a.'• Tfiis wetland is listed as a"management 1" wetland in the MCWD's Functional Assessment '
of Wetlands inventory,which requires a 35 foot buffer and 20 foot siructure setback. The
buffer and setback is depicted correctly on the Preliminary Plat.
b. A Wetland Delineation Report must be submitted for review to confirm dominant vegetation
and identification of invasive species listed for control in the Vegetation Management Plan.
If no other invasive species are listed in the Wetland Delineation Report,the Vegetafion
Management Plan is acceptable as proposed.
c. Wedand Buffer markers should be placed at the upland boundary of the buffer edge located
at lot lines and changes of buffer edge direction and spaced a maximum 200 feet apart.
d. Estimated landscaping costs for vegetation management and buffer establishment will need
to be submitted for determination of total Letter of Credit amount as part of the Final Plat
���r . process. � ��
8. Per the Conservation Design Report,trees along the intermittent creek, CSAH 6, and the norfh ��
property line should be preserved to prevent stream bank erosion,provide noise reduction from
traff'ic,and provide screening. Conservation Easements would allow for preservation of trees in
these areas. . . .
. 9. Septic reports indicating suitable primary and alternate sites for on-site sewage treatment systems
must be submitted for review and approval.
10. Proposed well locations should be shown on the Final Plans. Wells must be setback 3 feet minimum
from structures and 50 feet minimum from septic systems.
11. The existing barn should be removed prior to Final Plat approval. �
12. The applicant will be required to obtain Hennepiri County approval and pernutting for connection to
CSAH 6 and installation of the culvert in County Right-Of-Way. A copy of any approvals or
� permits required should be submitted prior to Final Plat Approval.
� 13. The applicant will be required to obtain Minnehaha Creek Watershed District(MCWD)approval and
., permitting for erosion control. A copy of any approvals or permits required should be submitted x .,�.
prior to Final Plat approval. Since the development is proposing less than 20%impervious surface,
no stormwater management pernutting from MCWD should be required.
Please let me laiow if you have any questions or need additional information.
Sincerely, .
BOLTON&MENK, INC.
���� ���� .
' Robert E. Bean, Jr., P.E.� ��y��
Water Resources Engineer .
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PC Exhibit G
. ��������
,:. , .
SEP 19 2012
� CITY OF ORONO
2700 Sixth Ave N
Orono MN
�
�� , .
Conservation Design Report
Prepared for: "` �"
.John Lein
By:
Svoboda Ecological Resources
Project Number 2011-012
Sept 18, 2012
The contents and format of this report are considered intellectual property and
���;Ti= are subject to copyright restrictions and may not be reproduced without •�*��:_�}
the express permission of Svoboda Ecological Resources .
Contact Info
Phone: 952-471-1100
E-mail: franks@gpsinnovations.com
,�t � ...
City of Orono- Conservation Design Check List for 2700 Sixth Avenue
1. Development Steps
Goals for Envirorunental Protection and Natural Resource Management as specified in the
Community Management Plan pertain to water quality,wetland protection,preservation, and
enhancement of the"rural character"of the city.<Three proposed homes and one existing home
are planned for the 15.02 acre site.To preserve the open,rural character,four lots ranging in size
from 2.02 acres up to 2.82 acres axe proposed. Homes will be situated such that there will be
negligible effects on the existing trees. The three proposed homes will be located close to the
four corners of the dry upland area. Wetland impacts have been minimized by developing far
enough away from the wetlands and using them as a natural backdrop for the two western house
lots. �
On site sewer systems are proposed and will be located primarily in open upland areas. Each
proposed house will have a primary and secondary septic site.
' The existing landscape of the site�cQnsists of a house, a horse barn, a small open pasture, a
variety of pine tree stands,and a few mowed paths between the buildings and wetland.The trees
present consist of a few typical ornamentals as well as a large number of pine and evergreens
which had beenplanted approximately 30 years ago. Pine and evergreen trees are the dominant ,
tree cover located on this site. See Eigure A for more details. '
According to the lot layout,the three proposed homes and one existing home,will be located in
� the four corners of the upland area of the site. The southem house lots 1 and 4 will be partly
� screened from CSAH 6 and Orono High School by two rows of pine trees with some scattered '
evergreens near the house. The northern house lots 2 and 3 will have woods as a screen to their
north and be separated from the southern houses by a wooded creek.
The dominant vegetation in the wetland community of the properly is broadleaf cattail and reed
canary grass.No rare,threatened, or endangered plants are lrnown to exist ox are likely to exist
due to the previous activities associated with the properly. Native species that are dominant
along the creek fall into the Southern Mesic Maple-Basswood forest classification according to
the Minnesota DNR Ecological Classification System. Many of these trees should be preserved
to help prevent stream bank erosion and provide a screen between the housing lots.
2. Rural Oasis Study
The subject parcel is not adjacent to a documented corridor in the Rural Oasis Study. The
segment of CSAH 6 that is adjacent to the subject property is a combination of open
enclosure and edged enclosure. The edged enclosure is considered to be the stand of pine
trees located 500 ft along the property edge with the remaining edge being open enclosure of
�LL���the wetland on site. The other side of CSAH 6 is occupied by Orono's public schools and is ":_:'
considered to be an open enclosure.
The existing driveway which enters from CSAH 6 is going to be abandoned as part of the
plans for a new private road with cul-de-sac. The pine trees that currently line this crushed
Svoboda Ecological Resources 2700 Sixth Avenue
. Project No.:2011-012 1 Orono MN
`i:4
rock driveway should either be preserved and used as a screened buffer for Lot 4 or should
be cleared,regraded, and created into an open turf grass yard. .
� The view analysis for CSAH 6 has two positive views and one negative view. The positi�e
views are considered to be the wetland and the stand of pine trees that can be viewed from
� . the roadside. The only small negative view_is the power line that runs along the road. , .
3. Natural Resource Inventory ,
a. After reviewing the MLCCS data on Figure 6 of the Orono Natural Resource
Inventory, it appears that Artificial Surfaces and Associated Areas(10000),Planted
or Cultivated Vegetation(20000), Shrubland(50000), and Herbacous (60000) areas
are present on the subject parcel. Due to map scale it is difficult to identify these
categories with great certainty.
;;:�: b. A general tree survey was done by analyzing the site and categorizuig the trees on
site into the following canopy types: maple-basswood,red/white pine, evergreen, and
• buckthorn. See Figure A for more details.
" c. A wetland delineation and report was completed for the subject parcel. It was
reviewed and approved by the Minnehaha Creek Watershed Dsitrict(MCWD). The -
report was dated August 4, 2011 and is available from Svoboda Ecological Resources
(SER)upon request. •
d. The topography of the subject parcel was completed by Gronberg and Associates
and is depicted on the attached conceptual design layout.
e. The subject parcel was not identified as a conceptual greenway corridor on Figure
, , . 9 in the Orono Natural Resource Inventory. Rare plant communities were not ,.
observed on site and were not identified on Figure 10 of the Orono Natural Resource
Inventory. The subject garcel has been altered by the use of pasture for the horses and
the large amount of pine tree stands that had been planted. The disturbed state of the
parcel would imply that there is no need for management and protection of rare �
communities on this site.
4. Conservation Design Master Plan
a. The existing drainage system runs from the existing house to the creek that
discharges into the wetland. The creek serves as a transport route for the onsite water
runoff. Currently the creek bed is dry but it is possible that during the spring the
creek transports the snowmelt from this site to the wetland. The topography on this
site slopes from east to west with slopes ranging from 2-10 percent. .
b. The existing drainage patterns will be maintained and a small storm water
retention pond is proposed to treat road runoff and reduce storm water phosphorus
Svoboda Ecological Resources 2700 Sixth Avenue
� Project No.:2011-012 2 Orono MN
�
levels. The location of this stormwater pond is just east of the wetland and can be
seen on the attached conceptual design layout.
c. A large number of pine trees will need to be removed in order to put in the
minimum width road and cul-de-sac. The water retention pond is located in an open
. area and will require little tree removal. It is suggested that many of the trees along
the creek banks be preserved so that during the spring months, creek bank erosion �
does not become a problem on the site.The row of pine trees along the south lot line
should be saved to protect the privacy of this site and reduce noise levels from the
cars driving along CSAH 6. By preserving these trees the existing view along CSAH
6 will be retained. As can be seen in the conceptual design layout,the proposed road
and cul-de-sac will be in a location that preserves this row of pine trees.
d. The live trees existing on the subject parcel appear to be in moderate to good
health. There are a minimal amount of trees that have died or are dying but do not
� appear to be diseased. Many of the ash and elm trees that are subject to disease
�� should be considered for removal and�possibly replaced with a selection of different '
tree species such as maple,basswood and other native species. As for invasive
� species on site,buckthorn, reed canary grass and a few thistle species were found.
Attached to this conservation design plan is a suggested vegetation management plan
� . for eradication of the invasive species. '
e. Please see Paragraphs 4c and 4d which address the Tree Protection Plan.
f. The delineation performed by Svoboda Ecological Resources (SER)indentified �
one wetland on site. The wetland consists of two wetland communities. The interior
portion of the wetland was characterized by SER as a Type 3 PEMC Shallow Marsh.
The fringe is characterized as a Type 2 saturated Wet Meadow. The Dominant
vegetation within the Shallow Marsh was narrow-leaf cattail (Typha angustifolia;
OBL). Dominant vegetation along the fringe of Wetland 1 consists of reed canary
grass (Phalaris arundinacea, FACV� and several sedges including common lake
sedge(Carex lacustris, OBL). This wetland has been given a 35foot buffer which
` will help protect its natural state.
g. The subject parcel is in moderate condition based on the M 34X modifiers as
described by the Land Cover Classification System. The site has a variety of native
tree species present but has been altered with the planting of the pine trees. There are
a few different invasive species present as mentioned earlier. Eradication of these
invasive species is discussed in the attached vegetation management plan.
h. •;:;��:�Defining maintenance of ecological connections does not apply to this ..-
project because we cannot define anything that would prompt a change to
the ecological connections. �
i. The maintenance and protection of positive views will take place on this site in
order to enhance the overall value of the proposed houses. Some positive views located
Svoboda Ecological Resources 2700 Sixth Avenue
� Project No.:2011-012 3,? „ Orono MN
. �
on this site include the 5-acre wetland, the horse barn,the internuttent creek, and a few of
the pine tree stands. The wetland will serve as a backdrop for house lots 1 and 2 and has
been given a 35 foot buffer to help preserve its present state. This wetland will also serve
. as a spacing buffer between house lots 1 and 2 and any further development that may
occur west of this site. The horse barn from the exterior point of view has been kept in
good condition and may want to be considered preserving. If the hyd�ology for the . . .
intermittent creek is planned to increase in volume then protection of the creek banks
should be considered for erosion control purposes. Finally, there are several pine tree
stands that are located throughout the site which serve as a screen to the power lines
located on site. The larger of the three power lines, approximately 58 feet tall, is located
on the north end of the site and runs east to west near the property boundary. These
power lines are currently being screened by the pine stands just south of the power lines.
Design plans should take these power lines into account for house lots 2 and 3: The other
two power lines, approximately 35 feet tall, are located on the east end of the lot and run
north to south connecting to the power line that runs along CSAH 6. This power line is
more exposed and should be taken into consideration during the design plan. As for the
n d� power line that runs along CSAH 6,the current stand of pine trees running along CSAI=I 6
is providing a screen to this negative view.
j. The only landmark that exists on this site is the horse barn which has been
mentioned above. � �-
5. Density Bonuses For Urban Density Development
The applicant is not requesting any density bonuses in association with this project.
6. Performance Bonus Requirements
The applicant is not planning any development enhancements and is therefore not requesti.ng
any performance bonuses in association with this project. "
;: 7. . : Preservation Requirements ,
Please see Paragraph 4c. .
8. Buyer Education �
A handout or brochure will be prepared and provided to the lot buyers infornung them of the
Conservation Design requirements pertaining to the property. Individual buyers may wish to
implement the recommendations pertaining to conservation and natural resource
management as presented in the City's Comprehensive Plan and Natural Resource Inventory
in their individual landscaping concepts for the lots.
. s<<F'�
Svoboda Ecological Resources 2700 Sixth Avenue
Project No::2011-012 . q. Orono MN
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�. . 2700 Sixth Avenue �.
Orono MN
�
��� _r..�:
Vegetation M�anagement Plan
P�epared foY: -
John Lein -
By:
Svoboda Ecological Resources .
Project Number: 2011-012
Sept 18, 2012
The contents and format of this report are considered intellectual property and are
subject to copyright restrictions and may not be reproduced without the express
permission of Svoboda Ecological Resources.
�
El
. >
� . . TABLE OF CONTENTS .. � - . � �
PURPOSE....................................................................................................................................................1
METHODS.................................................................................:.................................................................1
CONTROL OF EXISTING BUCKTHORN.............................................................................................2
' SCHEDULE OF ACTIVITIES FOR BUCKTHORN............................:................................................3
CONTROL OF EXISTING REED CANARY GRASS...........................................................................3
SCHEDULE OF ACTIVITIES FOR REED CANARY GRASS............................................................4
CONTROL OF EXISTING THISTLE.....................................................................................................5
� ����>
.,
,.:,.
SPECIES RECOMMENDATION FOR PLANTING.............................................................................5 .
CERTIFICATION......................................................................................................................................6
LITERATURE REFERENCED..................................................................................:.............................7
FIGURES & ATTACHMENTS
� ATTACHMENT A: BWSR Seed Mix,Native Savanna and Woodland Edge(U7) �
ATTACHMENT B: Southem Mesic Maple-Basswood Forest Species Classification
List .
ATTACHMENT C: Seed Mix for Reed Canary Grass
ATTACHMENT D: BWSR Recommended Seed Suppliers and Native Vegetation
Consultants
,
�
�
. 1
. PURPOSE
Pursuant to Orono's Municipal Code, Chapter 78, Article XII, Section 78-1632, "The
Conservation Design Master Planning requirements of this article apply to all proposed
residential subdivisions or multi-unit residential developments greater than five acres in total
�•area or guided for urban-density (greater than one unit per two acres)". The Vegetation
Management Plan has been created as one of the conservation strategies used within the
Conservation Design Master Plan to improve the sites' ecological assets. The developer is
responsible for initiating the vegetation management plan immediately after development plans
have been established. Vegetation management will initially begin within the area of
conshuction and then be applied concurrently with the construction to the remainder of the area.
The vegetation management will continue annually until the invasive vegetation is eradicated.
See the Schedule of Activities sections below for a descriprion of the timeline involved with the
vegetation management activities.
METHODS
��a4:.�t � � .�
The site will require aggressive management to be preserved in a natural condition with
predominantly native, non-invasive plant species. Management will include the control of
existing non-native and invasive vegetation, the encouragement of native species, and future •
monitori.ng of the site to discover any newly established invasive plants. Native species that are
doxninant fall into the Southern Mesic Maple-Basswood Forest classification accordirig to the
Minnesota DNR Ecological Classification System (Dunevitz and Lane, 2004). Common
buckthorn (see below) occurs at this site in a small stretch along the north boundary and is
�.
considered to be invasive within this community type. We have' provided control
recommendations'for buckthorn as well as two other invasive species observed on site. A list of �
desirable native species that are known to occur within the Mesic Maple- Basswood community
according to Dunevitz,and Lane (2004) and in Restoring and Managing Native Wetland and.
Upland Vegetation(R. Jacobson, 2006) is also provided(Attachment B).
x . .
The removal and annual control of invasives on site will be either self performed by the
developer or contracted out at the developer's expense. This will also be the case for the
installation of the native vegetation. After the initial remediation of the site is complete, Svoboda
Ecological Resources (SER) (or another contractor chosen by the developer) will monitor the
buffer area and submit annual reports to the city of Orono describing the progressio� of the
management area if desired by regulatory personnel.
The developer will retain SER as a consultant(or other contractor of their choice) for the purpose
of monitoring the vegetation management activities on site for the time period of three years,
where the chosen contractor will visit the site twice per year. The developer will request
notification by the city of Orono before an on-site inspection is conducted by the city (or its
designated authority). The developer's inspection contractor will report the progress of the
monitoring activities to the developer after each site visit and will also discuss any issues with
the city of Orono at the time of the scheduled on-site inspection.
�
,
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� 2
CONTROL OF EXISTING BUCKTHORN
Common buckthorn (Rhamnus cathartica) is established along north boundary of the property. �
Seed carried by birds, has helped introduce this species throughout the region.� Buckthorn
generally does well in moderately shady forested areas. Buckthom can usually be found �
throughout�the Twin Cities in fragmented woods or city lots and invades first from forest edges
• and slowly moves inwards. Buckthorn has been successful at establishing itself in these woods
due to its long growing season, rapid growth rate, and copious fruit production. This
establishment of buckthorn has multiple ecological detriments such as out competing native
plants, disrupting the forest structure, and reducing plant species diversity. These detriments
have lead to major efforts to prevent the spread of buckthorn and restore the forests to an
ecologically productive and functional state. Proper management and yearly follow-ups will be
necessary for this site due to the seed bank left behind by buckthorn which can regenerate for up
to 6 years after removal has taken place.
To eradicate the existing buckthorn, cut the plants and treat the stumps with herbicide such as
Roundup (or its counterpart in wet areas, Rodeo). Application should be full-strength. When
cutting the larger buckthorn, place flags near the stump so that stumps are not missed when the
chemical treatment is applied. Herbicide treatment needs to occur within two hours of cutting to
be effective. �
If cutting is to take place in the winter, flag buckthorn so that similarly appearing native plants
such as black cherry are not mistaken as buckthorn. One application of glyphosate (Roundup or
Rodeo) on the outer growth rings of a freshly cut stump in August or September has proven to be
effective, though other treatments are lrnown to work as well (Converse 2003). Applications
during the autumn or winter are also proven to be successful. Do not apply glyphosate or other
chemicals during the spring because this is considered the spring-flush growth period in which
sap is ruruiing and the plant is using stored energy. Therefore, the chemicals that are applied in
the spring will not make their way down to the buckthorn's roots. Glyphosate is a nonselective
herbicide that will kill non-target plants if it comes into contact with them. Managers should
exercise caution during application, and not spray so heavily that herbicide drips off the target
species. For areas that are adjacent to wetlands on site, chemical treatments must be labeled for
aquatic use such as Rodeo.
Basal bark application of Garlon 4� (LJniversity of Minnesota Extension Service 1999) is
another option for a chemical application. To prevent dense re-infestations we advise careful
monitori.ng of the site every 1-2 years. Upon the discovery of newly established plants it is
recommended that the newly emerged plants be pulled out of the ground, including the roots,
immediately. There are specialized weed pullers to facilitate pulling larger plants. Pulling is the
preferred option when there are localized infestations of small plants; thorough monitoring
should ensure early de.tection of newly emerged seedlings.
During the buckthorn removal process it is important that soil disturbance is kept to a minimum
and that akeady established native ground cover species are kept intact. By reducing this
disturbance, rejuvenation of native plant species will increase and soil erosion will be kept to a
minimum. On some sites, planting may not be required. Instead of planting, wait 2-3 years
�-:
1� � + �
. 3
watching for natives to return from roots or seed. If an herb layer does not return after 1-2 years,
lay down a layer of mulch with wood chips or leaves to assist with native gernunation. Under-
story clear-cutting is not suggested and should be avoided as an option for buckthorn removal.
This activity encourages herbaceous invaders such as garlic mustard (Alliaria petiolata) and � -'
giant lrnotweed(Polygonum sachalinense)to take root in these disturbed areas.
,�.. , _:.
SCHEDULE OF ACTIVITIES FOR BUCKTHORN
Year 1
Removal and Chemical Application: Flag buckthorn (if necessary). Cut buckthorn
throughout the buffer areas. Treat stuxnps with chosen herbicide and corresponding methodology
specific to the herbicide.
� Planting (Optional): Augment with riative shrubs (3-4 different species, 2 to 3 per cluster
or dispersed),trees, and herbaceous plants. Add mulch around each newly installed plant—about
1 foot radius. Protect young shrubs from browsing deer, rabbits, etc. using protective structures.
Planting should occur in late spring or early summer to ensure successful establishment. On
some sites, planting may not be required. Instead, wait 2-3 years to watch for natives to return
from dormant roots or seed. �
� Year 2 �
Monitor new plantings and maintain protective structures. Check area for buckthorn
infestations as well as other invasive species such as tartarian honeysuckle (Lonicera tartarica)
and burdock (Arctium minus). Spot treat invasive vegetation that emerges with recommended
herbicide described in the procedure for Year 1. .
Year 3 �
Verify that the area is still dominated or becoming dominated by native species. Repeat
procedure described for Year 2 for eradicating invasive vegetation. If native species have not
become established and a planting did not take place in Year One, then Year Three is when a
' seeding/planting should take place. See attachments for appropriate seed mixes and seed rates.
CONTROL OF EXISTING REED CANARY GR.ASS
Reed canary grass is present within and around the wetland located on the west end of the site.
Reed canary grass forms dense and highly productive monocultures in a way similar to broad
leaf cattail and purple loostrife. By producing these large monoculture areas,the biological
diversity is then essentially homogenizing to that of one habitat structure. Reed canary grass
grows from seed, stem fragments, and rhizomes. Within one growing season,the rhizomes in
the soil produce a dense mass which will out compete the native plants already rooted in the soil.
• Reed canary grass is a facultative wetland species meaning that it can grow under a variety of
hydrologic conditions. The grass tends to be found in moist or wet soils and can tolerate water
conditions ranging from high water levels to drought like conditions.
. �1�
• 4
Reed canary grass is a persistent and tenacious Eurasian plant species that has been planted
throughout the U.S since the 1800's. At the time,the grass was lrnown for its large forage yields
and erosion control abilities but as time went on other characteristics of the plant were
recognized. Some of those characteristics include its prolific seed dispersal,robust vegetative
growth, and dense network of underground rhizomes with thousands of dormant buds
(Wisconsin Reed Canary Grass Management Working Group, 2009). Similar to buckthorn, the
` seed bank can last for up to 6 years meaning that fol�ow up management will need to take place
following the eradication of the invasive plant species. Reed canary grass is one of the first
wetland plants to emerge in the spring and therefore is capable of shading out other native plants
that emerge later. To eliminate reed canary grass, it is necessary to replant immediately with
plant species that can out compete any residual plants or seeds, and retard erosion(Rhodes and
Block, 2002). A list of the seed mixture for the wetland can be found in attachment C.
The recommended way to eradicate the reed canary grass for this location is by using glyphosate.
The best sequence for eradicating severe infestations of reed canary grass is to apply the
glyphosate in the fall followed by a prescribed burn during the winter or early spring to burn off
the dead thatch. Then spray again in the spring to kill the seedlings germinating from the seed-
bank(Jacobson, 2006). The timing of these activities is extremely important for this method
work effectively. Another contxol method is to mow the reed canary grass in late June and
�follow up with a late August or early September treatment with glyphosate by promoting active
leaf growth. Also if a fall application of glyphosate is chosen,then no mowing should be .
conducted after July 15. It is iznportarit that these time periods are followed for a successful
eradication of the reed canary grass. �
SCHEDULE OF ACTIVITIES FOR REED CANARY GRASS
Year 1
Fall Application of Glyphosate (Rodeo, Roundup): A fall application of glyphosate will
kill off nearly 100% of the existing reed canary grass. Make sure that the plant �is still
physiologically active before spraying. .
Year 2
Late Winter/Early Spring Burn: This burn should take place 30+days after the fall
application of the glyphosate.
Spring Application of Glyphosate: This spring application will kill the grasses seed bank
as it begins to grow. Reed canary grass is one of the first plants to emerge and one of the last
plants to go dormant in the fall thus making it an easy target for herbicides.
Spring Seeding: After the glyphosate application has taken place in the spring the
suggested seed mix should be planted(Attachment C). This planting should not take place until
14 days after the application lias taken place. '
Year 3
Verify that the area is still dominated or becoming dominated by native species. If reed
canary grass still persists, another spring application followed by a fall application may be
�
� !�R
5
needed. The early and late glyphosate application can also be effective,providing 99% control in � .
the first year(Paveglio &Kilbride 1996). � � �
CONTROL OF EXISTING THISTLE
A few different thistle species were found in the upland areas where a pasiure was located at one
time. These small areas can be controlled by spot treatments of a non-selective herbicide �
containing glyphosate such as Round-Up. Herbicides should be applied when the thistle is
� actively growing and air temperature is roughly 60-85 degrees Fahrenheit(Thistle Control, -
1999). The application timing for thistle is similar to the other invasive species in that fall
(September through mid October) or spring(late April through mid June) is the appropriate
application time.
SPECIES RECOMMENDATIONS FOR PLANTING
Attachment A contains the BWSR seed mix, Native Savanna and Woodland Edge (U7) that
SER recommends to be used in the bare areas that will likely be created as a result of
. , buckthorn removal. (See Restoring and Managing Native Wetland and Upland Vegetation
(R.Jacobson, 2006),for more information on this seed mix.
Attachxnent B contains a list of possible species to be added in the site management area that-
exists within the Southern Mesic Maple-Basswood Forest classification according to the
Minnesota DNR Ecological Classification System (Dunevitz and Lane, 2004). This list, �
however, is not a seed mix. It only provides examples of species that could be planted within
this type of community. .
Attachment C contains a suggested seed mix for the Wetland and buffer area which is
currently dominated by broad leaf cattail and reed canary grass.
Attachment D contains a list of seed suppliers as well as native vegetation consultants for
central Minnesota recommended by the Department of Natural Resources.
�
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6
. � CERTIFICATION .
Blair Bollig completed the Vegetation Management Plan on this day, September 5,2012. The
plan was reviewed by Franklin Svoboda,President of Svoboda Ecological Resources.
Client: John Lein
Project Name: 2700 Sixth Ave
„ Project No.: 2011-012 � .,. _
Location: � Orono,Minnesota
' e
��---- d� . .
President,Svoboda Ecological Resources
{
�I
_ �
REFERENCES
Ann F. Rhoads and Timothy A. Block. 2002. Delaware River Invasive Plant Parinership -
Invasive Plant Fact Sheet-Reed canary-grass- http://www.paflora.or�RIPP.html ,
Dunevitz, H. and C. Lane. 2004. Species Lists for Terrestrial and Palustrine Native Plant
Communities in East-Central Minnesota. A joint project of Minnesota Department of Natural
Resources, Great River Greening, and Ecological Strategies,LLC.
Paveglio, F.L. & K.M. Kilbride. 1996. Integrated management techniques show promise for
control for reed canary grass (Phalaris arundinacea) in seasonal wetlands (Washington).
Restoration and Management Notes 14(1):79-80.
R. Jacobson. 2006. Restoring and Managing Native Wetland and Upland Yegetation. A joint
;f;*,, project of Minnesota Department of Transportation and Minnesota Board of Water and Soil
.�,,..
� Resources.
' University of Minnesota Extension Service. 1999. Thistle Control. Yard and Garden Brief.
http•//www extension.umn.edu/yardand a�den/ygbriefs/h525thistle.hnnl
Wisconsin Reed Canary Grass Management Working Group. 2009. Reed Canary Grass (Phalaris
arundinacea) Management Guide: Recommendations for Landowners and Restoration
Professionals
. �
��
8
ATTACHMENT A
��
" CHAPTER 3: Seed&Seed Mixes
� Mixture U7(Native Savanna 8 Woodland Edge)
Common Name Botanical Name Seedsloz. SeedslftZ °k of Mix
„ Bluestem,big � Andropogon gerardi 10,000 4.4 8.0
N
a Oats or winter wheat` Avena sativa or Triticum aestivum 800 1.7 38A
0
i� Wood chess,hairy • Bromus purgans 7,600 4.2 10.0
� Wiid-rye,Canada Elymus canadensis 5,200 1.7 6.0
� �j Bottle-brush grass Etymus hystrix 7,600 1.7 •`4.0
°i� Wheat-grass,slender Elymus trachycaulus 6,900 3.8 10.0
N
� Wild-rye,Virginia E/ymus virginicus 4,200 2.3 10.0
N
� Rye-grass,annuai' Lolium italicum 20,000 11.0 10.0
� Switch grass Panicum virgatum 14,000 0.8 1.0
Hyssop,fragrant-giant Agastache foeniculum 90,000 1.0 0.2
Aster,smooth-blue Asterlaevis 55,000 0.3 0.1
Aster,large-leaved Aster macrophyllus 27,000 0.1 0.1
Milkvetch,Canada Astragalus canadensis 17,000 0.4 0.4
� Tic-trefoil,showy Desmodium canadense 5,500 0.1 0.4
Sunflower,early Heliopsis helianthoides 6,300 0.1 0.4
y Bergamot,wild Monarda�stulosa 70,000 0.4 0.1
o Black�yed Susan's Rudbeckia hirta 92,000 1.0 0.2
?•:':" LL Golden-glow,wild Rudbeckia laciniata 14,000 0.2 0.2 .
Aster,upland-white Solidago ptarmicoides 64,000 0.4 0.1
Goldenrod,stiff Solidago rigida 41,000 0.5 0.2
Vervain,blue Verbena hastata 93,000 0.5 0.1
American vetch Vicia americana 10,000 0.1 0.1
Alexander's,heart-leaved Zizia aptera 12,000 0.1 0.2 �
Alexander's,golden Zizia aurea 11,000 0.1 0.2
Total: 100.0
' Recommended Rate: 15.0(PLS Ibslacre)
*Note: Oats are used in s rin &summer and winter wheat in the fall.
Summaries
Mix Seeds Per Square Foot Mix Seeds Per Square Yard Mix Seeds Per Acre
37 331 1,604,208
%by wt.Grasses %by wt.Cover Crop %by wt.Forbs
49.0 48.0 3.0
%a by Seed Count Grasses %by Seed Count Cover Crop %by Seed Count Forbs
51.0 35.0 14.0
,.:�< -
R.Jacobson. Wetland Restorafion&Management Page o(
. 9
� ATTACHMENT B
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10
ATTACHMENT C
` �F
:J' G
d
CHAPTER 3:Seed&Seed Mixes
Mixture W3(Native Wet Prairie)
Common Name Botanical Name Indicator Status Seedsloz. Seedslftz %of Mix
Bluestem,big Andropogon gerardi FAC- 10,000 2.2 6.0
Slough grass,American� Beckmannia syzigachne OBL 50,000 44.1 24.0
Brome,finged Bromus ciliata FACW 10,000 1.8 5.0
Blue-joint grass Calamagrostis canadensis OBL 280,000 10.3 1 A
d Wild-rye,Virginia Elymus virginicus FACW- 4,200 3.1 20.0
� Manna grass,reed Glyceria grandis OBL 80,000 2.9 1.0
c9 Manna grass,fowl Glyceria striata OBL 160,000 5.9 1.0
Switchgrass Panicum virgatum FAC+ 14,000 1.0 2.0
Bluegrass,fowl Poa pa/ustris FACW+ 118,000 78.0 18.0
Indian grass Sorghastrum nutans FACU+ 12,000 2.6 6.0
Cord grass,prairie Spartina pectinata FACW+ 6,600 1.2 5.0
N Sedge,tussock Carex stricta OBL 53,000 0.6 0.3
�-° Sedge,fox Carex vulpinoidea OBL 100,000 3.7 1:0
0
� Buirush,green Scirpus atrovirens OBL 460,000 10.1 0.6
@ Wool grass Scirpus cyperinus OBL 1,700,000 6.2 0.1
� Bulrush,soft-stem Scirpus validus OBL 31,000 1.1 1.0
Anemone,Canada Anemone canadensis FACW 8,000 0.12 0.4
Milkweed,marsh Asclepias incamata OBL 4,800 . 0.2 1.0
Aster,swamp Aster puniceus OBL �80,000 0.6 0.2
Aster,flat-topped Aster umbellatus FACW 67,000 07 0.3
Tic-trefoil,showy Desmodium canadense FAG 5,500 0.1 0.4
Joe-pye weed Eupatorium maculatum OBL 95,000 1.4 0.4 � '
" Boneset Eupatorium perfoliatum FACW+ 160,000 1.2 0.2
Goldenrod,grass-leaved Euthamia graminifolia FACW- 350,000 2.6 0.2
Sneezeweed He/enium autumna/e FACW+ 130,000 1.91 0.4
� Sunflower,serrated Helianthus grossesserratus FACW- �15,000 0.3 0.6
LL Iris,blue-flag Iris versicofor OBL 1,300 0.08 1.6
Blazingstar,meadow Liatris ligulistylis FACU+ 10,000 0.1 0.4
Blazingstar,tall Liatris pycnostachya FAC- 11,000 0.2 0.4
Lobelia,great blue Lobelia siphilitica FACW+ 500,000 1.8 0.1
Monkey flower Mimulus ringens OBL 2,300,000 8.4 0.1
Mint,mountain Pycnanthemum virginianum FACW+ 220,000 1.6 0.2
Vervain,blue Verbena hastata FACW+ 93,000 1.4 0.4 .
Ironweed Veronia fasciculata FACW 24,000 0.2 0.2
• Culver's root Veronicastrum virgnicum FAC 800,000 2.9 0.1
• Alexanders,golden Zizia aurea FAC+ 11,000 0.2 0.4
Total: 100A
Recommended Rate: 10,0(PLS Ibslacre)
� : w ,.� � � �
::-,. . ,:: :,�.,, „ ,,<._ �. -,,, �; •�
Summaries
Mix Seeds Per Square Foot Mix Seeds Per Square Yard Mix Seeds Per Acre
200 1,802 8,719,360
%by wt.Grasses %by wt.Graminoids %by wt.Forbs .
83.0 7.0 10.0
%by Seed Count Grasses %by Seed Count Graminoids %by Seed Count Forbs
72.0 18.0 10.0
R.Jacobson. Wefland Restoration 8 Management ag 70
J
11
ATTACHMENT D
��,
Native Plant Nurseries and Native Vegetation Consultants for CENTRAL MINNESOTA Page 1 of 5
4/5/2012
. �, �f�l�„,��,e��31�n,t�r.s�exr�,�and�n ive�,v�g�"',,�n�co�ra�tt�tan�ts oi� ,,�� ��
� a<;....'� . �:,� w� r:t�r_r:x+�G�'@N��L.PJII�f�E�-S�'O A��.:�s;�' _.��� , , `. _
Upland Aquatic� Shrubs �
Su lier erennfals erennials and trees Products Services
Applied Ecological Services Inc. Ecological consuRing and researoh,
21938 Mushtown Road environmental design,restoration
Prior Lake,MN 55372 contracting,natural areas
(952)447-1919 management.
(952�47-1920 fa�c
kim(a�aooliedeco.com �
Spring Lake Restoration Nurseries x x Locai ecotype Contract installation;grows for
21938 Mushtown Road wildflower and Applied Ecobgical Services Inc
Prior Lake,MN 55372 g2ss seeds and _
(952)-447-1919 plants,MN "
(952)-447-1920 Fax
iessica.oausna aanliedeco.com
Blugardens x x Primarily native Wholesale nursery
12975 32nd Street Minnesota plants,
P.O.Box 637 some from other
Watertown,MN 55388 states
(952)955-3631
(952)955-3981fax
Stevedan773 anaol.com �
Bonestroo Rosene Ander�k&Assoc. Consufting and installation of native
� 2335 Highway 36 W 3:�� plant communities;bio-engineering,
Roseville,MN 55113 non-native brush removal,and other
(651)636-4600 land management services
(651)636-1311 Fax
nbocla�bonestroo.com �
Cattail Comer,Inc x some native Design and instaHation of prairfe and •
Landsc.Design&Garden CeMer " perennials lakeshore restoraYwns;retail nursery
� 520 Sixth St '
Howard Lake,MN 55349
(320)543-3511
catt a i�o me r(a�m s n.co m
Country Acres Gardens+Landscape X ConsuRing,design,instaliation.
12975 32nd St. Lakeshore restoration,wetland
Watertown,MN 55388 restoration,water gardens and
(952)955-3631 � ��S•
(952)955-3981fax '
Ecological Gardens L.L.C. Consuftation,design and installation;
4105 Washbum Ave N specializing in native,edible and
Minneapolis,MN 55412 medicinal plants
(612)588-3942 - .
www.ecobaicaloa rd ens.com
naulal�a ecoloaicalaardens.com
Ecological Strategies,LLC ConsuRing,design,installation
4050 39th Av S. management,and sfte-speciflc
Minneapolis,MN 55406 monitoring plans.Conduct training,
(612)721-6021 research,including ska assessment.
ca rolvneca rt(�hotmail.com
Ecoscapes Sustafnable Landscaping Design and installatlon of
Craig R.Stark,Landscape Designer conventional and native landscape
(612)965-0848 projects
� craiastarka(")ecoscanes1.com
www.ecoscapesl.com _
Earth Wizards,Inc Design and installation of
1071 County Hwy 10 N.E. raingardens,sho2Gne and wetland
Minneapolis,MN 55432 restorations
(763}784-3833
info anearthwizards.com
www.earthwiaards.com '
Minnesota Department of Natural Resources ° '
��
Native Piant Nurseries and Native Vegetation Consultants for CENTRAL MINNESOTA Page 2 of 5
4/5/2012
;' � � �N�ti�e;plaT„�,�,nt, nu�e�es�,n,a1na,�,�ti�vev�ege��n�cons�u�i,,�ta ts4�for i
, -� C'�.E{N�T�R{ALyN1IWiV�S;U,T�A ' ; ,.
, �
.,�.. L _
Upland Aquatic Shrubs
Su lier erenniais erennials and trees Products Services
EnergyScapes,Inc ConsuRing,design and instalialion
1708 Selby Ave and maintenance of native gardens
St.Paul,MN 55104 and landscapes
(612)821-9797
(612)821-9799 Fax
' oroiectmanaaer(cileneravscapes.com
� www.enemvscaaes.com
Fortin Consufting Inc. Consufting,design,and installation of
215 Hamel Road native gardens and native lakeshore
Hamel,MN 55340 restoration projects.Lake
(763)478-3606 management Invasive plant control.
(763)478-3612 Bioengineering.Environmental
fci(�iaxs.net education,seminars,vrorkshops.
Go Native Consufting,design and installation of
509 Second Str NE native garciens and landscapes
Minneapolis,MN 55413
(612)378-70fi0
a nn(a�aonat ivem n.co m
Glacial Ridge Growers x x Mostly native Wholesale nursery
7140 Casey Parkway wildflower and _
Prior Lake,MN 55372 . grass plants; ���•�
g5p_4.47.8855 some not-native
952-447-6863 fax . to Minnesota
GlacRidaeGrowersna aol.com
Great River Greening . ConsuRing,design and installation of �
35 West Water Street • native plant communities •
Suite 201
St Paul,MN
(651)665-9500
(651)665-9409
www.areatrivemreenina.om �
Green Earth Gardens consuRing,earth-friendy landscaping
612-250-2630 services,plantings,raingardens and
, www areenearthlandscanedesian.com edible landscapes
Green Leaf Nursery x Some native Retail nursery
15790 10th St SW shrubs and trees
Cokato,MN 55321
(320)286-2762 Phone ,
Gustafson Design,Inc. ConsuRing and design services
1845 Wisconsin Ave.N. native,lake shore and upland,
Golden Valley,MN 55427 tradifional and historic spaces
(763)544-4215 �
www.a ustafsondesia n.com
Halla Nursery,Inc. x Some native Retail nursery
10000 Great Plains Bivd. shrubs and trees
Chaska,MN 55318
(952)445-6555 Phone
(952)445-6557 Fax
Hartnony Wildfbwers x native grasses Consufling,design and instaliation
St.Louis Park,MN 55416 and perennials
- 612-270-2637
HarmonvW ildFlowers(o�vahoo.com
www.HartnonvW ildfbwers.com
Hayland Woods x x x Local ecotype Consuttant for lakeshore restoration.
Shelley Larson woodland
6549 Keystone Road perennials, '
Milaca,MN 56353 grasses,fems,
Phone:(320)983-6354 and shrubs,and
Fax:(320)983-2151 � wet meadow
erlarson(a�norlh�.com plants,
Minnesota Department of Natural Resources
�
�� •
Native Plant Nurseries and Native Vegetation Consultants for CENTRAL MINNESOTA Page 3 of 5
. 4/5/2012
- { : � 3Na�i,�plan'tpnuf:se iesk�n�danafiue�vege,ta`�ro�c�ora u�1Gan'ts�f� `
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� ti:.�.. ,� ,.r- >�i�"'k�, x ::3 a y� i� ���!�1,�N�:S+ �4 � a<,,.z.r` t> ��, 2 » ;�
.1rt: .�.ib'3 1_. 1 �c. ..rs + ,.n.
Upland Aquatie Shrubs
Su lier erennials erennfals and trees Produds Services
Hilscher Design and Ecology Inc. Cansutting,design,and installation of
910 Oakgreen Ave.N native landscapes.
Stillwater,MN 55082
(651)436-3836
IntulUon Logic Consufting and design,sVeam and
16020 4th Av N lakeshare restorafwn.
Minneapolis,MN 55447
(612)845-4475
(866)947-0332 fax
bsrioo(o�aW.com
Landscape Architecture and Ecology Consufting and design services
Sfmonet Design
354 Stonebridge Blvd
St Paul,MN 55105 �
651-695-0273
csimonet(a�visi.com
The Kestrel Design Group Consutting,design,and installation of
7101 Ohms Lane ' native plant communities;prescribed
Minneapolis,MN 55439 buming
(952)928-9600 ,
(952)224-9860 fax i'�'
www.kestreldesia nq roup.com
kberaesch a(�tkda.net �
Lakedale Landscaping'&Nursery x Some native Consuiting and installatlon of
P.O.Box 212 shrubs and trees lakescaping projects
' Hwy 169 N.Onamia,MN '
(320)532-3594
Landscape Attematives,Inc. x Local ecotype Retail and whotesale nursery
25316 St.Croi�c Trail wildFlower and
Shafer,MN 55074 grass seediings;
(651)257-4460 woodland fbwers
www.landscanealtematives.com and fems
Landscape Designs by Sherry Consufting and design
22423 Co.Rd.15
EIk River,MN 55330
(763)263-2205
Landscape Restoration,Inc Consuaation for,and control of
(612}590-9395 primarily woodland invasive species,
chervt(a�landscaoe-restoration.com such gar6c mustard and buckthom;
www.landscaoe-restor�tion.com Presentations and vrorkshops on the
sub'ect
Litli Nursery x Some native Retail nursery
6895 Bailey Road shrubs and trees
Woodbury,MN 55125
(651)459-9851
Local Roots Landscapers LLC Design,installation and restoration of
651-222-7405 primarily native plantings and natural
bcal roots a(�vahoo.com stonework
www.loca Irootsla nd sca ners.com
Louis Nurseries x Some native Retafl nursery
16615 Hillside CouR shrubs and trees
Paynesville,MN 56362
(320)243-3836 Phone/Fax
Minnesota Native Candscapes,L.L.C. x x x Souroe iderttified Contrad installaYron of native seeds �.h
8740 77th Street NE seeds and plants prescribed buming;exotic species
Otsego,MN 55362 and an conVOl;
763-295-0010(P) assortment of
763-295-0025(F) native shrubs and �
www.mnnativelandscaoes.com trees
ioeCa�mnicom.com
Minnesota DepaRment of Natural Resources
il
J
Native Plant Nurseries and Native Vegetation Consuttants for CENTRAL MINNESOTA Page 4 of 5
415/2012
�- � MNafi�e lan't r�rurser,i�s�n�l�n`afiive ve•e't #�on�:consu7tants�for w ' ' �
p� +.1 � T9,,..�..�.�.,.� ,�,-„-._.,.,.. ,,.-
, :...
�: _;�. -���
. .. ' •_. : � � �.` ,� . yGEMTR�AL�NII�NNE�SOTIA. .'�: , :,. . . �.
• Upland Aquatic Shrubs
Su lier erennials erennials and trees Products Services
Native Zen Garclens Garden and landscape design,
, Minneapolis,MN 55406 instailaYron and consuRing as weN as
612-599-7512 ecological 2storation and
www.nativezenaardens.com maintenance for residental,
infoCo�nativezenaardens.com commercial and public land
Natural Resource Restoration,Inc. Prescribed buming;exotic species
2013 Walnui Avenue NW control
New Brighton,MN 55112 �
(651)636-3462 Phone
(651)639-8097 Fax
candresenl�a comcast.net �
Natural Shore Technologies,Inc x x Minnesota native Consufting,design,and installaGon
6275 Pagenkopf Road aquatic,shore- services for shofeland restoraCron,
Maple Plain,MN 55359 land and some wetland restoration,aquatic
(612)703-7581 upland plants, landscape design.Wetland
www.NaturalShore.com wholesale and deNneation and restoration planning.
contract growing.
Naturally Wild x 75%native Retail Nursery
Native Minnesota Wildflawers perennials,25%
3539 West 44th SVeet herbs and :
Minneapolis,MN 55410 cultivars e... -
612-922-9279
natur�Iivwik1001(�o vahoo.com
. North American Prairies x x Consulting services;contract
Tony Borer installation of native seed;prescribed
11745 Jarvis Avenue NW . buming;exotic specles control;retail •
Annandale,MN 55302 nursery
(612)810-8342 cell
(320)274-5316 Phone/Fax '
(320)963-6817 Phone/Fax Greenhouse
info(a�northamericannrairies.com � �
Out Back Nursery Inc. x x Wide selection of Consufting services;designlbuild,
15280110 Street South native shrubs and retail and wholesale nursery
Hastings,MN 55033 trees;native
(651)438-2771 Phone wildfbwers and
(651)438-3816 Fax grasses,aH potted
w�wv.outbac kn u rse rv.com
Prairie Meadows Native Seed x x Local genetic MCIA approved collector/producer,
10850 Echo Avenue origin wildflower, souroe klenGfied seed(yelbw tag);
Lonsdale,MN 55046 grass and sedge, mail order and retafl nursery
651-214-2357 seed
www.o2iriemeadowsnativeseed.com
Prairie Restorations,Inc. x x x Local ecotype MCIA certified vendor,seed cleaning,
P.O.Box 327 wildFlower and blending;contract installation;
Princeton,MN 55371 grass seed and prescribed buming;exotic species
(763)389-4342 Phone seedlings;native control;other land management
(763)389-4346 Fax grass mu�h, services;retail nursery
www.orairieresto.com several native
` trees and shrubs.
Raetz Scenic Nursery x Some native Retail nursery
1325 Scenic Drive shrubs and trees
Sauk Rapids,MN 56379
(320)252-8316 Phone
(320)252-8316 Phone/Fax Res.
SandsVom Land Management ,;�;r. Design and installation of native plant
Bruce Sandstrom communNies including wetland and
888 Burke Ave � lakeshore restorations;invasive
Roseville,MN 55113 species management;maintenance
(651)249-9910 of native plantings
brucesandsirom a(�vahoo.com
Minnesota Department of Natural Resources
�
I;
' �
Native Plant Nurseries and Nalive Vegetation Consuttants for CENTRAL MINNESOTA Page 5 of 5
4/5/2012
" _'` N�b�ue� 1- r�t:n�urxsefie�-and�n1"ati ,e�v'e eta�i�5�`�cnns�'l�tan'�ts4for '
f �. �i +� �..?.�' '� 0^..ar �..{e'S �.��J,���,�1y3�..�� 5 Y�! +� . M -+pqye� —1w�. :.'4
'A i.r-^�f`«,�r.2r�:Xe ' 1 ,rx�` r�t•��» � K+KL���� �!��I /�1�t"�.�"I,s� ast �re "�
Upland Aquatic Shrubs
Su lier erennials erennials and trees Products Services
Savanna Designs Inc. ConsuRing,design,and installation '
3511 Lake Elmo Ave N.
Lake Elmo,MN 55042 •
651-770-6910
„ 651-770-1166fax ,
s.desiansC�a worldnet.att.net
SBC Services,Inc. x x Carry some Design and installation service,retail
Applewood Nursery8 Landscape Supply native trees, nursery '
7775 Lake Blvd. � shrubs and
Forest Lake,MN 55025 perennials;
651-462-5554 erosbn control
651-462-5549 fax
Shadow Dance Stoneworks Consuking,design and installation
612-706-4166
andrewCa�shadowdancestoneworks.com -
www.shadowda ncestoneworks.com
Southview Garden Center Inc x Some native Retail nursery
50 East Crusader shrubs and Uees
West St Paul,MN 55118
(651)455-6669 Phone
(651)455-7416 Fax ,
Sunrise Native Plants x x x some na6ve Retail nursery
P.O.Box 336 shrubs and vines
Center City,MN 55012 •
952-432-2672
• infona sunrisenativeolants.com .
www.sunrisenativeolants.com•
Syd Stephan's Tree Fields x some native trees Wholesale nursery
22200 Meadowbrook Ave N
Scandia,MN 55073
651-433-4338 office
612-685-5440 cell
651-433-3480 fax
S8S Specialists design,installation and management
405 Hardman Ave of native vegetation;custom
South St.Paul,MN 55075 25toration of wetlands,shorelines,
651-451-8907 . woodlands and prairie;invasive
www.sstree.com , species control;natural resource
infofi�sstree.com inventaries
Top Notch Treecare Installation and maintenance of trees �
5505 n.Hwy 169 , and shrubs.Wetland and shoreline
Plymouth,MN 55442 restoration. Primarily use native
(7,63)253-0027 � plants. •
(763)253-2273fax
www.tonnotcht2e.com
Tree House,Inc. x Some native Retail nureery
12369 Point Douglas Dr.S. woody plants.
Hastings,MN 55033
(651)437-7625
Wild Ginger Outdoor Design Consulting,design,landscape
management,habitat restoration
4326 Sheridan Ave N
Minneapolis,MN 55412
(952)454-8428
ve roni ka phi lli os(a�msn.com
�:�S-
Wiki Habitats x x x native and non- desipn build
P.O.Box 514 native plants
Sauk Rapids,MN 56379
320-252-5340
wi Id ha bitatsCo�a ol.com
www.wi kl ha bitats.com
Minnesota DepartmeM of Naturai Resour�ces
�1 '
Native Piant Nurseries and Native Vegetation Consultants for CENTRAL MINNESOTA Page 6 of 5
4/5/2012
� `Watiue�piant}n�urs,,,,Eries;�antlyn�ti�re vegetatinn,cons�r.l;tan'ts,�for� ,;
Tf 4A
r .�.� ..'' � .� '..°n .. � ' .• �• . �� �
� C�E�NT,r' ;MINNE'SO;,TA,:
• Upland Aquatic Shrubs
Su Ifer erennials erennials and trees Products Services
Witd Orohid Native GarcJens&Tree Care Consufting,design,installation and
192 George Street� maintenance;tree care
Excelsior,MN 55331
(612)825-3251
..=y-
Minnesota Department of Natural Resources
�� .
�i a
PC Exhibit H
2700 �ixth Avenue
Orono, MN
s: . . .
Wetland Classification, Identification, and
�
� Delineation Report
Prepared fo�:
John Lein �
By:
Svoboda Ecological Resources
Project Number: 2011-012-03 �
August 4,2011 " '`""
The contents and format of this report are considered intellectual property and
are subject to copyright restrictions and may not be reproduced without
the express permission of Svoboda Ecological Resources.
TABLE OF CONTENTS
ABSTRACT................................................................................................................................. 1
INTRODUCTION........................................................................................................................ 1
METHODS................................................................................................................................... 1
RESULTS.....................................................................................................................................2
Background Information-(Office-Based Investigation)....................................................2
SiteVisit...........................................................................................................................3
DISCUSSION...............................................................................................................................'4
RECONIlVIENDATIONS.............................................................................................................4
CERTIFICATION.......................................................................................................................6
DATASOURCES....:.......................................................:...........................................................7
LTTERATURE REFERENCED........................................................................:........................8
FULL FIGURE SET:
Figure 1: Location of Site Overlaid on USGS Topographic Map
Figure 2: National Wetlands Inventory
Figure 3: Web Soil Survey-Hennepin County
Figure 4: DNR-Protected Waters Map
Figure 5: Approximate Wetland Boundary and Sample Transect Locations
THE TECHI�TICAL DOCUMENTATION SECTION:
Field Data Sheets � • �
Plant Indicator Status �
Soil Series Data
Wetland Defmition
PHOTO LOG
ABSTRACT
Svoboda Ecological Resources (SER) visited the above referenced property on July 6, 2011 to
examine the site for the presence of areas meeting wetland crite�ia. The study parcel is located
within the City of Orono, Hennepin County Minnesota, (Figure 1). One wetland boundary was
delineated at this site. Three sample transects were established along the boundary in order to
characterize the soil, vegetation, and existing hydrology within the wetland-to-upland transition
zone.
INTRODUCTION
The subject parcel is approximately 15.3 acres and is dominated by several different community
types.The eastern portion of the properly is forested with green ash and box elder stands,with turf
grass comprising a large percentage of the property as well. The western side of the property has.
' coverage by cattail and reed canary grass on the north extent with turf grass covering the remainder.
The topography of the site slopes from east to west and levels out throughout the remainder of the
parcel with the exception of areas leading into the wetland which further decline.The surrounding
land use consists mostly of single-family homes.The identified wetland was classified accordi.ng to .
the Cowardin et al.,the Circular 39 and the Eggers and Reed classification systems and marked with
pink "Wetland Delineation" pin flags. Please find within the Technical Documentation Section;
field data sheets,plant indicator status information,soil survey information,and wetland definition
information.
METHODS
The methods used to delineate the subject parcel are as described in the 1987 US Army Corps of
Engineers Wetlands Delineation Manual and the 2010 Midwest Regional Supplement Manual.In the . ...
1987 Manual, the methods used were described under the"routine" methods for sites less than 5
" acres.This methodology is followed in order to assess whether the three parameters of a wetland are
met for areas on the subject parcel. The three parameters required under normal circumstances in
order to delineate a wetland are described in the Technical Documentation Section.
The Midwest Regional Supplement Wetland Delineation Manual is also being utilized to increase
the accuracy of our wetland boundaries. This addendum to the origina187 Manual was created to
address the many regional differences that affect wetlands and the delineation methods used
throughout the country. The following explanations are passages from that document.
"This Regional Supplement is part of a nationwide effort'to address regional wetland
characferistics and improve the accuracy and efficiency of wetland-delineation
procedures. Regional differences in climate, geology, soils, hydrology plant and
Svoboda Ecological Resources 2700 Sixth Avenue
Project No.:2011-012-03 1 John Lein
animal communities; and other factors are important to the identification and
functioning of wetlands. These differences cannot be considered adequately in a '
single national manual. The development of this supplement follows National
Academy of Sciences recommendations to increase the regional sensitivity of
wetland-delineation methods(National Research Counci11995).The intent of this
supplement is to bring the Corps Manual up to date with current knowledge and
practice in the region and not to change wetland boundaries." "...This Regional
Supplement is designed for use with the current version of the Corps Manual
(Environmental Laboratory 1987)and all subsequent versions.VJhere differences in
the two documents occur, this Regional Supplement takes precedence over the
Corps Manual for applications in the Midwest Region."
National Wetland Inventory (NWI) maps (Figure 2), Web Soil Survey of Orono and Hennepin
County maps(Figure 3),Minnesota Protected Waters maps(Figure 4),and 2010 aerial photographs
were reviewed prior to the site visit to identify areas that may be wetlands. Areas illustrating
evidence of wetland conditions were examined in greater detail during the field survey.Vegetation,
soils and hydrology were examined (as outlined in the 1987 Manual) and used to characterize
wetland types and determine wetland boundaries. Three sample transects were established in
representative wetland-to-upland transition zones in order to characterize the vegetation,soils,and
hydrology of the site. The transects consisted of a representative upland sample point and
representative wetland sample point.Information obtained from the sample points can be found on
the field data sheets located in the Technical Documentation Section.
Wetland boundaries were marked at the site by pink"Wetland Delineation"pin flags.The wetland
boundary is considered to be the topographically highest extent of the wetland basin; areas below
the staked boundary met the three required wetland criteria while areas above were lacicing in one or
more of these criteria.Wetland classification followed methods described by Cowardin et al.(1979)
and used in the NWI(e.g.PEMB,PSS1C, etc.), completed by the U.S. Fish and Wildlife Service.
The Circular 39 and Eggers and Reed classification systems are also given.The indicator status of
plants, as described in The Technical Documentation Section,was determined using the National
List of Plant Species That Occur in Wetlands—Region 3 (Sabine 1999). �
RESULTS =
Background Information-(Office-Based Investigation)
The NWI map illustrates two National Wetland Inventory wetlands present on the property(Figure
2). The two NWI wetlands are designated as PEMCd and PFO1 Cd. �
The Web Soil Survey of Hennepin County,Figure 3,classifies seven soil map units present on the
subject property(See Figure 3).The map units that are classified as"hydric"are the Houghton and
Muskego soils and Glencoe loam. The map units that are classified as "partially-hydric" are the , ..u..
Hamel overwash - Hamel complex, Lester loam and Angus loam. These soil classification
boundaries are illustrated on Figure 3 with further detail given in the legend.Soil series descriptions
Svoboda Ecological Resources 2700 Sixth Avenue
Project No.:2011-012-03 2 John Lein
are given in the Technical Documentation Section.
The Minnesota Department of Natural Resources, State Protected Waters Map (Public Water
Inventory), indicates no Public Water present within the property(Figure 4).
Site Visit -
SER ecologists examined the subject property for areas meeting jurisdictional wetland criteria
during the site visit.One wetland meeting the jurisdictional criteria of a wetland was deternuned and
delineated, and a boundary was flagged. The approximate wetland boundary is outlined in red
(Figure 5).
Wetland 1 consists of two wetland communities. The interior portion of the wetland was
characterized by SER as a Type 3 PEMC Shallow Marsh. The fringe is characterized as a Type 2
saturated Wet Meadow.The Dominant vegetation within the Shallow Marsh was narrow-leaf cattail
(Typha angustifolia, OBL). Dominant vegetation along the fringe of Wetland 1 consists of reed
canary grass (Phalaris arundinacea, FACV� and several sedges including common lake sedge
(Carex lacustris, OBL).There was also a large area of;mowed turf grass observed within the fringe
area.The upland region is largely open area consisting of turf grass with sparse tree cover,including
green ash(Fraxinus pennsylvanica, FACV�.
The vegetation transition zone was obscured due to mowing.Reed canary grass was dominant in the
herbaceous layer leading up to the mowed edge.On the southem edge of the wetland there is more
notable vegetative diversity. Common lake sedge is co-dominant on the wetland side and drops out
quickly on the transition to upland. Along the remainder of the edge the transition is indistinct
because the vegetation is mowed and in many cases unidentifiable. There is a higher prevalence of
common �lantain (Plantago major, FAC), dandelion (Taraxacum officinale, FACi� and white
clover(Trifolium repens, FACI�on the upland side of the transition zone. .
� Soils on the wetland side of the transect at SP A-1 consisted of 9 inches of very dark grey clay
matrix with 15%very dark brown redoximorphic concentrations(indicator F6).Very dark grayish
brown sandy clay loam with 5%very dark grey depletions extends from 9 to 16 inches. The same
coloration continues to 20 inches,but the texture transitions to sandy loam below the 16 inch depth.
Soils on the wetland side of the transect at SP B-1 consisted of 4 inches of a black modified mineral
mucky silt loam (indicator Fl) with black silty clay containing 1% dark reddish brown redox
concentrations.
Soils on the wetland side of the transect at SP C-1 consisted of 5 inches of a black modified mineral
mucky silty clay (indicator Fl). Below that, a black silty clay with 1% dark brown redox
concentrations extends to 21 inches. The soil is saturated at 20 inches.
The hydrology indicators observed at SP A-1 were A3, B10, and D2. They hydrology indicator
observed at SP B-1 was C1. The hydrologic indicators observed at SP C-1 were B10 and D2.
Svoboda Ecological Resources 2700 Sixth Avenue
Project No.:20]1-012-03 3 John Lein
A stream or intermittent waterway was identified on the eastern portion of the properly connected to
Wetland 1 extending off of the subject property and out of the evaluated area to the north. The
maj ority of the area of the stream had an abrupt and eroded boundary.During extreme rain events it
is likely that the stream flows in a south-westerly direction emptying in to Wetland 1.During times
of more normal precipitation it is likely that there is no flow of water at all but rather points of dry or
saturated stream bed and stagnant pools of water in some areas,which was observed during the site
visit.Possible fringe wetland areas existing along the stream were investigated but SER determined
that fringe wetland did not exist so the stream area is not considered jurisdictional wetland and was
therefore not delineated. See Figure 5 and the Photo Log.
Detailed soils,vegetation,and hydrology data for the delineated jurisdictional wetland is provided in
the data sheets of the Technical Documentation Section.
DISCUSSION
�= _ �� .
SER completed all on-site delineations based on the three required technical criteria as outlined by
the 1987 Manual: the presence of hydric soils, a predominance of hydrophytic vegetation, and
indicators of wetland hydrology in each basin.The site visit portion of the wetland delineation was
� completed on July 6,2011. � .
SER personnel examined the subject property for areas meeting jurisdictional wetland criteria
during the site visit and delineated the edge of one basin as being jurisdictional wetland(Figure 5).
Detailed soils, vegetation and hydrology data for Wetland 1 is provided in the data sheets of The
Technical Documentation Section.
RECOMMENDATIONS
Activities which impact or potentially impact wetlands are currently regulated at several levels of
government. In Minnesota,the two primary jurisdictions are covered at the state and federal levels
by the provisions of the following legislative actions.
➢ State jurisdiction by the Wetland Conservation Act of 1991 (WCA) administered
by the WCA Local Governmental Unit(LGi�.
➢ Federal jurisdiction by the Clean Water Act of 1972 and subsequent amendments.
Wetland protection is implemented by the Corps of Engineers (Corps)with
permit certification issued by the Environmental Protection Agency.
While the wetland boundaries that SER has delineated are not official until approved by a WCA
Svoboda Ecological Resowces 2700 Sixth Avenue
Project No.:2011-012-03 4 John Lein
approved local government unit(LGL�, SER advises the property owner/developer to refrain from
any filling, draining, or excavating, or any impact to the area SER has delineated as wetland.No •
grading or filling in wetland basins should commence until all necessary permits have been
obtained. Violation of wetland regulations has resulted in substantial civil and criminal penalties.
Local ordinances may regulate wetland modifications such as brush and tree removal and burning in
addition to grading and filling. Depending on the location of the properly, buffers around the
wetland may also be protected.Any activities in the proximity of the wetland should be cleared with
appropriate WCA regulatory agencies.It is also advisable to have the wetland boundary surveyed by
a licensed land surveyor. Since the pin flags used along the boundary can be vandalized or
inadvertently knocked over, a GPS survey of the flags will assure the permanence of the boundary.
The client should also be aware that approved wetland boundaries are typically valid for only three
years from the date of approval.
To avoid proj ect delays associated with wetland regulations,it is essential that you acquire necessary
pernuts from all jurisdictional agencies before initiating activities. A WCA Sequencing form, a
WCA and Army Corps of Engineers Replacement Plan Application form, and a DNR permit
application are among the materials that you may be required to:submit if impacts are proposed for
the delineated wetlands:By initiating the permit process as soon as possible,potential costly delays �
to the proj ect may be avoided.
Svoboda Ecological Resources 2700 Sixth Avenue
Project No.:201 I-012-03 5 John Lein
CERTIFICATION "
Brian Burgner and David Haar completed the above-described delineation on July 6, 2011. This
delineation was performed according to the procedures described by the US Aimy Corps of
' Engineers in the 1987 Wetlands Delineation Manual and the 2010 Midwest Region Supplement
Wetland Delineation Manual.The delineation meets the standards and a criterion described in these
manuals and conforms to the applicable standards and regulations in force at the time the delineation
was completed.
Report and graphics were prepared by David Haar(Wetland Ecologist UGIS Analyst) on this
day,August 4,201 L -
Client: John Lein
� Project Name: 2700 Sixth Avenue ,
Project No.: 2011-012-03 . ;,m�
� Location: Orono,Minnesota
.�
Ecologist II
Wetland Delineator-Certified# 1124
��- d'
President, Svoboda Ecological Resources
August 4, 2011
Date
Svoboda Ecological Resources 2700 Sixth Avenue
Project No.:2011-012-03 6 John Lein
� DATA SOURCES
Minnesota Department of Natural Resources Protected Waters Inventory Map, Hennepin
County. 1985,Revised 1996.
United States Fish and Wildlife Service National Wetland Inventory Map—Excelsior
Quadrangle. 1991. (Taken from May 1980 aerial photographs).
USGS 2010 Aerial Color Photos. Publicly Distributed Over the Land Management Information
Center(LMIC)Website.
USGS Quadrangle Map—Excelsior 7.5-Mi.nute Quadrangle,Minnesota,U.S.A.
Web Soil Survey(n.d.). Orono, Hennepin County,MN. Retrieved from
� http://websoilsurvey.nres.usda.gov/app/HomePage.htm
� r,:.-�
Svoboda Ecological Resources 2700 Sixth Avenue
Project No.:2011-012-03 7 � John Lein
!
LITERATURE REFERENCED
Cowardin,L.M.,V. Carter,F.C. Golet, and R.T.LaRoe. 1979. Classification of Wetlands and
DeepwaterHabitats of the United States.U.S. Fish and Wildlife Service,FWS/OBS-79/31.
103pp.
Eggers, Steve D. and Donald M. Reed. 1997. Wetland Plants and Plant Communities of
Minnesota and Wisconsin. US Aimy Corps of Engineers, St. Paul District. 263pp,unclassified.
Environmental Laboratory. 1987. 1987 U.S.Army Corps of Engineers Wetlands Delineation
Manual. Technical Report Y-87-1,US Army Engineer Waterways Experiment Station,
Vicksburg,Mississippi.
Gleason,H.A. and A.C. Cronquist. 1991.Manual of Vascular Plants of Northeastern,United
�;-.
' States and Adjacent Canada.New York Botanical Garden,Bronx. 910pp. '
Sabine,B. J. 1999.National List of Plant Species that Occur in Wetlands:Region 3—North
Central(Indiana, Illinois, Iowa, Michigan, Minnesota,Missouri, Wisconsin). Resource .
Management Group, Inc. 77pp. �
Shaw, S.P., and C.G. Fredine. 1956. Wetlands of the United States. U.S. Fish and Wildlife
Service, Circular 39. 67pp.
U.S. Army Corps of Engineers. 2007.Interim Regional Supplement to the Corps of Engineers
Wetland Delineation Manual: Midwest Region. ed. J.S. Wakeley,R.W. Lichvar, and C.V.
Nobel. ERDC/EL TR-10-16. Vicksburg,MS: US Army Engineer Research and Development
Center.
Svoboda Ecological Resources 2700 Sixth Avenue
Project No.:2011-012-03 $ John Lein
.
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T118N, R23W. Wetland Boundary Map Figure 5
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THE TECHNICAL DOCUMENTATION SECTION
Field Data Sheets
,h>��; '
. WETLAND DETERMINATION DATA FORM-Midwest Region
ProjecUSite 2700 Sixth Avenue City/County: Hennepin Sampling Date: 7/6/11
ApplicanUOwner. John Lein State: MN 3ampling Point: SP A-1 up'
Investigator(s): DH, BB >ection,Township,Range: 28,023,118
Landform(hillslope,terrace,etc.): level Local relief(concave,convex,none): none
Slope(%): Lat: 44.9989 Long: 93.5929 Datum: NAD 83
Soil Map Unit NameGlencoe loam JWI Classification: PEMCd
Are ciimatic/hydrologic conditions of the site typical for this time of the year? Y (If no,explain in remarks)
Are vegetation ,soil ,or hydrology significantly disturbed? Are"normal circumstances"
Are vegetation ;soil ,or hydrology ` naturally problematic? � present? Yes
SUMMARY OF FINDINGS (If needed,explain any answers in remarks.)
Hydrophytic vegetation present? N
Hydric soil present? N Is the sampled area within a wetlar N
Wetland hydrology present? N yes,optionai wetland site ID:
Remarks:(Explain altemative procedures here or in a separate report.)
VEGETATION --Use scientific names of plants.
Absolute t Indicator pominance Test Worksheet
Tree Stratum (Plot size: 30'radius_,_) %Cover Species Staus Number of Dominant Species
� '}� that are OBL,FACW,or FAC: 0 (A)
2 Total Number of Dominant
3 Species Across all Strata: 1 (B)
4 -� Percent of Dominant Species
� 5 • that are OBL,FACW,or FAC: 0.00% (A/B) •
0 =Total Cover
Saqlin4/Shrub stratun (Plot size: 15'radius ) Prevalence Index Worksheet
� Total%Cover of:
2 OBL species 0 x 1 = 0
g FACW species 10 x 2= 20
4 FAC species 5 x 3= 15
5 FACU species 6 x 4= 24
0 =Total Cover UPL species 5 x 5= 25
Herb stratum (Plot size: 5'radius ) Column totals 26 (A) 84 (B)
1 Unknown mowed grass 50 Y Prevalence Index=B/A= 3.23
2 Phalaris arundinacea " 10 N FACW
3 Taraxacum officinale 5 N FACU Hydrophytic Vegetation Indicators:
4 Plantago major ' 5 N FAC Rapid test for hydrophytic vegetation
5 Pastinaca safiva 3 N UPL Dominance test is>50%
6 Asclepias syriaca 2 N UPL Prevalence index is 53.0*
7 Solidago � N Morphogical adaptations'(provide
8 Cirsium arvense 1 N FACU supporting data in Remarks or on a
g separate sheet)
10 Problematic hydrophytic vegetation"
77 =Total Cover (explain)
Woodv vine stratum (Plot size: 15'radius ) •Indicators of hydric sal and wetland hydrdogy must be
1 Parthenocissus quinquefolia 0.5 FAC present,unless dislurbed or problematic
�:,;; 2 y rop ic -.�.;
0.5 =Total Cover vegetation
present? N
Remarks:(Include photo numbers here or on a separate sheet)
US Amy Corps of Engineers Midwest Region
SOIL � Sampling Point: SP A-1 up
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(Inches) Color(moist) °/a Color(moist) % Type` Loc** Texture Remarks
� 10 10yr 3/2 loam
16 10yr 3/1 10yr 3/2 M clay loam 3%gravel
20 2.5yr 3/2 10yr 3/6 5 C M sandy clay '
'Type:C=Concentration,D=Depletion,RM=Reduced Matrix,MS=Masked Sand Grains. "Location:PL=Pore Lining,M=Matrix
Hydric Soil Indicators: • Indicators for Problematic Hydric Soils:
Histisol(A1) ' Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K,L,R)
Histic Epipedon(A2) Sandy Redox(S5) Dark Surface(S7)(LRR K,L)
Black Histic(A3) Stripped Matrix(S6) 5 cm Mucky Peat or Peat(S3)(LRR K,L,R)
Hydrogen Suifide(A4) Loamy Mucky Mineral(F1) iron-Manganese Masses(F12)(LRR K,L,R)
Stratified Layers(A5) Loamy Gleyed Matrix(F2) Very Shallow Dark SurFace(TF12)
� 2 cm Muck(A10) Depleted Matrix(F3) Other(explain in remarks)
Depleted Below Dark Surface(A11) Redox Dark SurFace(F6)
Thick Dark Surface(Al2) Depleted Dark SurFace(F7) 'Indicators of hydrophytic vegetation and weltand
• Sandy Mucky Mineral(S1) RedoX Depressions(F8) hydrology must be present,unless disturbed or
5 cm Mucky Peat or Peat(S3) problematic
Restrictive Layer(if observed): .
• Type: • Hydric soil present? N
Depth(inches): ��
emarks:
HYDROLOGY
Wetland Hydrology Indicators:
Prima_ry Indicators(minimum of one is required:check all that apalvl Secondarv Indicators(minimum of two repuired)
Surface Water(A1) Aquatic Fauna(B13) Surface Soii Cracks(66)
- High WaterTable(A2) True Aquatic Plants(614) Drainage Pattems(610)
Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2)
Water Marks(61) O�adized Rhizospheres on Living Roots Cra�sh Burrows(C8)
Sediment Deposits(B2) (C3) Saturation Visible on Aerial Imagery(C9)
Drift Deposits(63) Presence of Reduced iron(C4) Stunted or Stressed Plants(D1)
Algal Mat or Crust(B4) Recent Iron Reduction in Tilled Soils Geomorphic Position(D2)
Iron Deposits(B5) (C6) FAC-Neutral Test(D5)
Inundation Visible on Aerial Imagery(B7) Thin Muck Surface(C7)
Sparsely Vegetated Concave Surface(B8) Gauge or Well Data(D9)
Water-Stained Leaves(B9) Other(E�lain in Remarics)
ield bservations:
Surface water present? Yes No X Depth(inches): Wetland
Watertable present? Yes No �—Depth(inches): hydrology •
Saturation present? Yes No..�., X Depth(inches): present? N .-
(includes capillary fringe) ' `�
Describe recorded data(stream gauge,monitoring well,aerial photos,previous inspections),if available:
Remarks:
US Army Corps of Engineers Midwest Region
WETLAND DETERMINATION DATA FORM-Midwest Region
ProjecUSite2700 6th Avenue City/County: Hennepin Sampling Date: 7/6/11
ApplicanUOwner. John Lein State: MN 3ampling Point: SP A-1 wet
Investigator(s): DH,BB �ection,Township,Range: 28,023,118
Landform(hillslope,terrace,etc.): minor toeslope Local relief(concave,convex,none): concave
Slope(%): Lat: 44.9989 Long: 93.5929 Datum: NAD 83
Soil Map Unit Name Glencoe �WI Classification: PEMCd
Are ciimatic/hydrologic conditions of the site typical for this time of the year? Y (If no,explain in remarks)
Are vegetation X ,soil ,or hydrology significantly disturbed? Are"normal circumstances"
Are vegetation" ,soil ,or hydrology naturally problematic? present? No
SUMMARY OF FINDINGS (If needed,explain any answers in remarks.)
Hydrophytic vegetation present? Y
' Hydric soil present? Y is the sampled area within a wetlar Y
Wetland hydrology present? Y yes,optional wetland site ID:
Remarks:(Explain altemative procedures here or in a separate report.)
see Vegetation Remarks
VEGETATION --Use scientific names of plants.
Absolute t Indicator pominance Test Worksheet
Tree Stratum (Plot size: 30'radius ) %Coyer Species Staus Number of Dominant Species
� �"'+�"� that are OBL,FACW,or FAC: 1 (A)
2 Total Number of Dominant
3 Species Across all Strata: 2 (B)
4 Percent of Dominant Species
• 5 that are OBL,FACW,or FAC: 50.00% (A/B)
0 =Total Cover
Saolina/Shrub stratun (Plot size: 15'radius ) Prevalence Index Worksheet
� Total%Cover of: '
2 OBL species 0 x 1 = 0
3 FACW species 40 x 2= 80
4 FAC species 0 x 3= 0
5 FACU species 4 x 4= 16
0 =Total Cover • UPL species 3 x 5= 15
Herb stratum (Plot size: 5'radius ) Column totals 47 (A) 111 (B)
1 Carex 30 Y Prevalence Index=B/A= 2.36
2 Phalaris arundinacea 30 Y FACW
3 Agrosfis gigantea 10 N FACW Hydrophytic Vegetation Indicators:
4 Solidago 5 N Rapid test for hydrophytic vegetation
5 Pasfinaca sativa 3 N UPL Dominance test is>50%
6 Trifolium repens 3 N FACU X Prevalence index is 53.0*
7 Scirpus 3 N Morphogical adaptations'(provide
8 Sonchus 2 N supporting data in Remarks or on a
9 Cirsium arvense 1 N FACU separate sheet)
10 Problematic hydrophytic vegetation'
87 =Total Cover X (explain)
Woodv vine stratum (Plot size: 15'radius ) "Indicators of hydr�c sdl and wetland hydrology must be
� � present,untess disturbed ar problematic
2 - ,. Y rop ic .:�
0 =Total Cover vegetation
present? Y
Remarks:(Include photo numbers here or on a separate sheet) ,
� vegetation mowed, Carex sp. Unidentifiable
US Amy Corps of Engineers Midwest Region
SOIL Sampling Point: SP A-1 wet
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(Inches) Color(moist) °/a Color(moist) °/a Type` Loc" Texture Remarks
9 7.5yr 3/1 85 7.5yr 2.5/2 15 C M clay
16 2.5yr 3/2 95 N 3/1 5 D M sandy clay loam saturation at 9"
20 2.5yr 3/2 95 N 3/1 5 D M sandy loam �
`Type:C=Concentration,D=Depletion, RM=Reduced Matrix,fV1S=Masked Sand Grains. `"Location:PL=Pore Lining, M=Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils:
Histisol(A1) Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K,L,R)
Histic Epipedon(A2) Sandy Redox(S5) Dark Surface(S7)(LRR K,L)
Black Histic(A3) Stripped Matrix(S6) 5 cm Mucky Peat or Peat(S3)(LRR K,L,R)
Hydrogen Sulfide(A4) Loamy Mucky Mineral(F1) Iron-Manganese Masses(F12)(LRR K,L,R)
Stratified Layers(A5) Loamy Gleyed Matrix(F2) Very Shaliow Dark Surface(TF12)
2 cm Muck(A10) Depleted Matrix(F3) Other(explain in remarks)
Depleted Below Dark Surface(A41) X Redox Dark Surface(F6)
'+:±rs Thick Dark Surface(Al2) Depleted Dark Surface(F7) *Indicators of hydrophytic-vegetation and weltand
Sandy Mucky Mineral(S1) Redox Depressions(F8) hydrology must be present,unless disturbed or
5 cm Mucky Peat or Peat(S3) problematic
Restrictive Layer(if observed):
Type: • Hydric soil present? Y •
Depth(inches):
ema s:
HYDROLOGY �
Wetland Hydrology Indicators:
Primarv Indicators(minimum of one is reauired:check all that aoolv) Secondarv Indicators(minimum of iwo required)
Surface Water(A1) Aquatic Fauna(613) Surface Soil Cracks(66)
- •••High Water Table(A2) True Aquatic Plants(B14) X Drainage Pattems(B10) �
X Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2)
Water Marics(B1) Obdized Rhizospheres on Living Roots Cra�sh Burrows(C8)
Sediment Deposits(62) (C3) Saturation Visible on Aerial Imagery(C9)
Drift Deposits(63) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1)
Algal Mat or Crust(B4) Recent Iron Reduction in Tilled Soils �Geomorphic Position(D2)
Iron Deposits(65) (C6) FAC-Neutrai Test(D5)
Inundation Visible on Aerial Imagery(67) Thin Muck Surface(C7)
Sparsely Vegetated Concave Surface(B8) Gauge or Well Data(D9)
Water-Stained Leaves(69) Other(E�lain in Remarks)
ield bservations
Surface water present? Yes No X Depth(inches): Wetland
• Watertable present? Yes No X Depth(inches): hydrology
. Saturation present? Yes •X No Depth(inches): 9 present? Y
(includes capillary fringe) �"�'�
Describe recorded data(stream gauge,monitoring well,aerial photos,previous inspections),if available:
Remarks:
US Army Corps of Engineers Midwest Region
WETLAND DETERMINATION DATA FORM- Midwest Region
ProjecUSite 2700 6th Avenue City/County: Hennepin Sampling Date: 7/6/11
ApplicanUOwner. John Lein State: MN 3ampling Point: SP B-1 up
Investigator(s): DH,BB �ection,Township,Range: 28,023,118
Landform(hillslope,terrace,etc.): low level Local relief(concave,convex,none): concave
Slope(%): Lat: 44.9989 Long: 93.5929 Datum: NAD 83 �
Soil Map Unit NameGlencoe JWI Classification: PEMCd
Are climatic/hydrologic conditions of the site typical for this time of the year? Y (If no,explain in remarks)
Are vegetation ,soil ,or hydrology significantly disturbed? Are"normal circumstances"
Are vegetation ,soil ,or hydrology naturally problematic? present? Yes •
SUMMARY OF FINDINGS (If needed,explain any answers in remarks.)
Hydrophytic vegetation present? N �
Hydric soil present? N Is the sampled area within a wetlar N
Wetland hydrology present? N yes,optional wetland site ID:
Remarks:(Explain altemative procedures here or in a separate report.)
VEGETATION --Use scientific names of plants.
Absolute t Indicator pominance Test Worksheet '
� Tree Stratum (Plot size: 30'radius ) %Cover Species Staus Number of Dominant Species
� � that are OBL,FACW,or FAC: 0 (A)
2 Total Number of Dominant
3 Species Across all Strata: 1 (B)
4 Percent of Dominant Species .
5 that are OBL,FACW,or FAC: 0.00% (A/B)
0 =Total Cover
Saplinq/Shrub stratun (Plot size: 15'radius ) Prevalence Index Worksheet
� Total%Cover of:
2 OBL species 0 x 1 = 0
3 FACW species 0 x 2= 0
4 FAC species 10 x 3= 30
5 � FACU species 11 x 4= 44
0 =Total Cover UPL species 0 x 5= 0
Herb stratum (Plot size: 5'radius ) Column totals 21 (A) 74 (B)
1 Unknown mowed grass 70 Y . Prevalence index=B/A=. 3.52 .
2 Plantago major 10 N FAC
3 Trifolium repens 10 N FACU Hydrophytic Vegetation Indicators:
4 Sonchus 1 N Rapid test for hydrophytic vegetation
5 Taraxacum officinale 1 N FACU Dominance test is>50%
g Prevalence index is s3.0*
7 Morphogical adaptations'(provide
8 supporting data in Remarks or on a
g separate sheet)
10 Problematic hydrophytic vegetation`
92 =Total Cover (explain)
Woodv vine stratum (Plot size: 15'radius ) Rlndicators of hydric sal and weUand hydrdogy must be
� �,��„ present,unless disturbed or problematic , T.
2 y rop ic
0 =Total Cover vegetation
present? N
Remarks:(Include photo numbers here or on a separate sheet)
US Amy Corps of Engineers Midwest Region
SOIL Sampling Point: SP B-1 up
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(Inches) Color(moist) °/a Color(moist) % Type' Loc�` Texture Rema�lcs
21 10yr 3/1 silty clay loam
'Type:C=Concentration,D=Depletion,RM=Reduced Matrix,MS=IVlasked Sand Grains. �'Location:PL=Pore Lining,M=Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils:
Histisol(A1) Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K,L,R)
Histic Epipedon(A2) Sandy Redox(S5) Dark Surface(S7)(LRR K,L)
Biack Histic(A3) Stripped Matrix(S6) 5 cm Mucky Peat or Peat(S3)(LRR K,L,R)
Hydrogen Sulfide(A4) Loamy Mucky Mineral(F1) Iron-Manganese Masses(F12)(LRR K,L,R)
Stratified Layers(A5) Loamy Gleyed Matrix(F2) Very Shallow Dark Surface(TF12)
2 cm Muck(A10) Depleted Matrix(F3) Other(explain in remarks)
Depleted Below Dark Surface(A11) Redox Dark Surface(F6)
��ir� Thick Dark SurFace(Al2) Depleted Dark Surface(F7) *Indicators of hydrophytic vegetation and'weltand
Sandy Mucky Mineral(S1) Redox Depressions(F8) hydrology must be present,unless disturbed or
5 cm Mucky Peat or Peat(S3) problematic
' Restrictive Layer(if observed):
, Type: Hydric soil present? N•
Depth(inches):
ema s:
HYDROLOGY
Wetland Hydrology Indicators:
Primarv Indicators(minimum of one is required:check all that aaolv) Secondarv Indicators(minimum of two required)
Surface Water(A1) Aquatic Fauna(B13) Surface Soil Cracks(66)
High Water Table(A2) � True Aquatic Plants(614) ' Drainage Pattems(B10) '`
Saturation(A3) Hydrogen Suifide Odor(C1) Dry-Season Water Table(C2)
Water Marks(B1) O�ad'¢ed Rhizospheres on Living Roots Cra�sh Burrows(C8)
Sediment Deposits(B2) (C3) Saturation Visible on Aerial Imagery(C9)
Drift Deposits(63) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1)
Algal Mat or Crust(64) Recent Iron Reduction in Tilled Soils Geomorphic Position(D2)
Iron Deposits(B5) (C6) FAC-Neutral Test(D5)
Inundation�sible on Aerial Imagery(B7) Thin Muck Surface(C7)
_ Sparsely Vegetated Concave Surface(68) . Gauge or Well Data(D9)
Water-Stained Leaves(B9) Other(E�lain in Remarks)
ield bservations:
Surface water present? Yes No X Depth(inches): Wetland
Watertable present? Yes No �Z—Depth(inches): hydrology
Saturation present? Yes No X Depth(inches)..��... present? N
(includes capillary fringe) ' �
Describe recorded data(stream gauge,monitoring well,aerial photos,previous inspections),if available:
Remarks:
US Army Corps of Engineers Midwest Region
WETLAND DETERMINATION DATA FORM-Midwest Region
ProjecUSite 2700 6th Avenue City/County: Hennepin Sampling Date: 7/6/11
ApplicanUOwner. John Lein State: MN 5ampling Point: SP C-1 up
Investigator(s): DH,BB >ection,Township, Range: 28,023,118
Landform(hillslope,terrace,etc.): low level Local relief(concave,convex,none): none
Slope(%): Lat: 44.9989 Long: 93.5929 Datum: NAD 83
Soil Map Unit NameGlencoe JWI Classification: PEMCd
Are climatic/hydrologic conditions of the site typical for this time of the year? Y (If no,explain in remarks)
Are vegetation ,soil ,or hydrology significantly disturbed? Are"normal circumstances"
Are vegetation ,soil ,or hydrology �naturally problematic? present? Yes
SUMMARY OF FINDINGS (If needed,explain any answers in remarks.)
Hydrophytic vegetation present? Y
Hydric soil present? N Is the sampled area within a wetlar N
Wetland hydrology present? N yes,optional wetland site 1D:
Remarks:(Explain altemative procedures here or in a separate report.)
VEGETATION --Use scientific names of plants.
Absolute t Indicator pominance Test Worksheet
Tree Stratum (Plot size: 30'radius ) %Cover Species Staus. Number of Dominant Species
..r.:ie
1 Fraxinus pennsylvanica 15 Y FACVI% ' that are OBL,FACW,or FAC: 2 (A)
2 Picea mariana 10 Y FACW Total Number of Dominant
g Species Across all Strata: 3 (B)
4 Percent of Dominant Species
5 • that are OBL,FACW,or FAC: 66.67% (A/B)
25 =Total Cover
Saalina/Shrub stratun (Plot size: 15'radius ) Prevalence Index Worksheet
� Total%Cover of:
2 OBL species 0 x 1 = 0
3 FACW species 25 . x 2= 50
4 FAC species 5 x 3= 15
5 FACU species 4 x 4= 16
0 =Total Cover UPL species 0 x 5= 0
Herb stratum (Plot size: 5'radius ) Column totals 34 (A) 81 (B)
1 Unknown mowed grass 70 Y Prevalence Index=B/A= 2.38
2 Plantago major 5 N FAC
3 Trifo/ium repens 3 N FACU Hydrophytic Vegetation Indicators:
4 Taraxacum o�cinale 1 N FACU Rapid test for hydrophytic vegetation
5 X Dominance test is>50%
g X Prevalence index is 53.0*
7 Morphogical adaptations'(provide
8 supporting data in Remarks or on a
g separate sheet)
10 Problematic hydrophytic vegetation'
79 =Total Cover (explain)
Woodv vine stratum (Plot size: 15'radius ) •Indicators of hydric sal and wetland hydrotogy must be
� present,unless disturbed or problematic
2 ..... y rop ic
0 =Total Cover • vegetation
present? Y
Remarks:(Include photo numbers here or on a separate sheet)
US Amy Corps of Engineers M'idwest Region
SOIL . Sampling Point: SP C-1 up
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(Inches) Color(moist) % Color(moist) % Type'` Loc" Texture Remarks
5 10yr 3/1 silty clay loam
22 10yr 3/1 silty clay �
'Type:C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. '*Location:PL=Pore Lining, M=Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils:
Histisol(A1) Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K,L,R)
Histic Epipedon(A2) Sandy Redox(S5) Dark Surface(S7)(LRR K,L)
Black Histic(A3) Stripped Matrix(S6) 5 cm Mucky Peat or Peat(S3)(LRR K,L,R)
Hydrogen Sulfide(A4) Loamy Mucky Mineral(F1) Iron-Manganese Masses(F12)(LRR K,L,R)
Stratified Layers(A5) Loamy Gleyed Matrix(F2) Very Shallow Dark Surface(TF12)
2 cm Muck(A10) Depleted Matrix(F3) Other(explain in remarks)
Depleted Below Dark Surface(A11) Redox Dark Surface(F6)
Thick Dark SurFace(Al2) Depleted Dark SurFace(F7) 'Indicators of hydrophytic vegetation and weltand r�i
Sandy Mucky Mineral(S1) Redox Depressions(F8) hydrofogy must be present,unless disturbed or
5 cm Mucky Peat or Peat(S3) problematic
Restrictive Layer(if observed):
Type: • Hydric soil present? N
Depth(inches):
emarks:
HYDROLOGY
Wetland Hydrology Indicators:
Primarv Indicators(minimum of one is re4uired:check all that apply) Secondarv Indicators(minimum of two reQUired)
Surface Water(A1) Aquatic Fauna(B13) Surface Soil Cracks(66)
High Water Table(A2) ' True Aquatic Plants(614) Drainage Pattems(B10) � -
Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2)
Water Marks(61) Obd'¢ed Rhizospheres on Living Roots Cra�sh Burrows(C8)
Sediment Deposits(B2) (C3) SaturaUon Visible on Aerial Imagery(C9)
Drift Deposits(B3) Presence of Reduced Iron(C4) Stunted o[Stressed Plants(D1)
Algal Mat or Crust(B4) Recent Iron Reduction in Tilled Soils Geomorphic Position(D2)
Iron Deposits(65) (C6) FAC-Neutral Test(D5)
Inunda6on Visible on Aerial Imagery(67) Thin Muck Surface(C7)
Sparsely Vegetated Concave Surface(B8) Gauge or Well Data(D9)
Water-Stained Leaves(89) Other(E�lain in Remarks)
ield bservations:
Surface water present? Yes No X Depth(inches): Wetland
Watertable present? Yes •No �—Depth(inches): hydrology
. Saturation present? Yes No X Depth(inches): ...s,. present? N
(includes capillary fringe) �
Describe recorded data(stream gauge,monitoring well,aerial photos,previous inspections),if available:
emarks:
US Army Corps of Engineers Midwest Region
WETLAND DETERMINATION DATA FORM-Midwest Region
ProjecUSite2700 6th Avenue City/County: Hennepin Sampling Date: 7/6/11
ApplicanUOwner. John Lein State: MN Sampling Point: SP C-1 wet
It�vestigator(s): DH,BB �ection,Township,Range: 28,023,118
Landform(hillslope,terrace,etc.): low level Local relief(concave,convex,none): none
Slope(%): Lat: 44.9989 Long: 93.5929 Datum: NAD 83
Soil Map Unit NameGlencoe JWI Classification: > PEMCd
Are climatic/hydrologic conditions of the site typical for this time of the year? Y (If no,explain in remarks)
Are vegetation ,soil ,or hydrology significantly disturbed? Are"normal circumstances" ,
Are vegetation ,soil ,or hydrology naturally problematic? present? Yes
SUMMARY OF FINDINGS (If needed,explain any answers in remarks.)
Hydrophytic vegetation present? Y
Hydric soil present? Y Is the sampled area within a wetiar Y
Wetland hydrology present? Y yes,optional wetland site ID:
Remarks:(Explain altemative procedures here or in a separate report.)
VEGETATION --Use scientific names of plants.
Absolute t Indicator pominance Test Worksheet
Tree Stratum (Plot size:� 30'radius ) %Cover Species Staus Number of Dominant Species "
'r:S'.�.. :i,!
� that are OBL,FACW,or FAC: 1 ' (A)
2 Total Number of Dominant
3 Species Across all Strata: 1 (B)
4 Percent of Dominant Species
5 that are OBL,FACW,or FAC: 100.00% (A/B)
• 0 =Total Cover
Saolin4/Shrub stratun (Plot size: 15'radius ) Prevalence Index Worksheet
� Total%Cover of:
Z OBL species 0 x 1 = 0
3 • FACW species 80 x 2= 160
4 FAC species 1 x 3= 3
5 FACU species 0 x 4= 0
0 =Total Cover UPL species 0 x 5= 0
Herb stratum (Plot size: 5'radius ) Column totals 81 (A) 163 (B)
1 Phalaris arundinacea 80 Y FACW Prevalence Index=B/A= 2.01
2 Sonchus 2 N
3 Plantago major 1 N FAC Hydrophytic Vegetation Indicators:
4 Rapid test for hydrophytic vegetation
5 X Dominance test is>50%
g X Prevalence index is<_3.0* ,
7 Morphogical adaptations`(provide
8 supporting data in Remarks or on a
g separate sheet)
10 Problematic hydrophytic vegetation`
83 =Total Cover (explain)
WoodV vine StratUm (Plot SIZe: 15'f8dius ) •Indicators of hydric sal and wetland hydrotogy must be
� present,:unless disturbed or problematic
2 y rop �c
0 =Total Cover vegetation
present? Y
Remarks:(Include photo numbers here or on a separate sheet)
US Amy Corps of Engineers Midwest Region
SOIL Sampiing Point: SP C-1 wet
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(Inches) Color(moist) % Color(moist) °/a Type` Loc" Texture Remarks
5 N 2.5 � mucky silry clay modified mineral
21 N 2.5 7.5yr 3/3 1 C PL silty clay saturation at 20"
*Type:C=Concentration,D=Depletion, RM=Reduced Matrix,MS=Masked Sand Grains. `Location:PL=Pore Lining,M=Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils:
Histisof(A1) Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K,L,R)
Histic Epipedon(A2) Sandy Redox(S5) Dark Surface(S7)(LRR K,L)
Black Histic(A3) Stripped Matrix(S6) 5 cm Mucky Peat or Peat(S3)(LRR K,L,R)
Hydrogen Sulfide(A4) X Loamy Mucky Mineral(F1) Iron-Manganese Masses(F12)(LRR K,L,R)
Stratified Layers(A5) X Loamy Gleyed Matrix(F2) Very Shallow Dark SurFace(TF12)
2 cm Muck(A10) Depleted Matrix(F3) Other(explain in remarks)
Depleted Below Dark Surface(A11) Redox Dark Surface(F6)
Thick Dark Surface(Al2) Depleted Dark SurFace(F7) ���•Indicators of hydrophytic vegetation and weltand
Sandy Mucky Mineral(S1) Redox Depressions(F8) `�� hydrology must be present,unless disturbed or
5 cm Mucky Peat or Peat(S3) problematic
Restrictive Layer•(if observed):
Type: • Hydric soil present? Y
�� Depth(inches): '
emarks: �
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators(minimum of one is reauired:check all that applv) Secondarv Indicators(minimum of two reauiredl
Surface Water(A1) Aquatic Fauna(B13) SurFace Soil Cracks(B6)
High Water Table(A2) True Aquatic Plants(B14) X Drainage Pattems(610)
Saturation(A3) Hydrogen Sulfide Odor(C1) � Dry-Season Water Table(C2)
Water Marks(61) O�ad'¢ed Rhizospheres on Living Roots Cra�sh Burcows(C8)
Sediment Deposits(B2) (C3) Saturation Visible on Aerial Imagery(C9)
Drift Deposits(63) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1)
Algal Mat or Crust(64) Recent Iron Reduction in Tilled Soils �Geomorphic Position(D2)
Iron Deposits(B5) (C6) TC FAC-Neutral Test(D5)
Inundation Visible on Aerial Imagery(B7) Thin Muck Surface(C7)
Sparsely Vegetated Concave Surface(B8) Gauge or Well Data(D9)
Water-Stained Leaves(B9) Other(E�lain in Remarks)
ield bservations:
SurFace water present? Yes No X Depth(inches): Wetland
Watertable present? Yes No —S�Depth(inches): hydrology
Saturation present? Yes No X Depth(inches): present? Y
(includes capillary fringe) •�
Describe recorded data(stream gauge,monitoring well,aerial photos,previous inspections),if available:
Remarks:
US Army Corps of Engineers Midwest Region
THE TECHNICAL DOCUMENTATION SECTION
Plant Indicator Status
� .��:� �
V
� � INDICATOR CATEGORIES*
Obligate Wetland (OBL)—Occur almost always (estimated probability>99%) under natural
conditions in wetlands.
Facultative Wetland (FACV�—Usually occur in wetlands (estimated probability 67%-99%),
but occasionally found in non-wetlands.
Facultative(FAC)—Equally likely to occur in wetlands or non-wetlands (estimated probability
34%-66%).
Facultative Upland (FACin—Usually occur in non-wetlands (estimated probabiliry 67%-
99%),but occasionally found in wetlands (estimated probability I%-33%).
Obligate Upland (LTPL)—Occur in wetlands in another region,but occur almost always
(estimated probability>99%)under natural condirions in non-wetlands in the region specified. If
a species does not occur in wetlands in any region, it is not on the National List.
*Reed,P.B. 1988. National list of plant species that occur in wetlands: Minnesota. National
Wetlands Inventory, U.S. Fish and Wildlife Service, St. Petersburg,Florida.
THE TECHNICAL DOCUMENTATION SECTION
Soil Series Descriptions
Acquired from Natural Resource Conservation Service Website,Official Soil Series Descriptions
..:,. � .
MUSKEGO SERIES
The Muskego series consists of very deep,very poorly drained soils formed in herbaceous organic material
over coprogenous limnic material(sedimentary peat)on glacial lake plains and flood plains.These soils
have moderate or moderately rapid
permeability in the herbaceous organic material and slow permeability in the coprogenous material. Slopes
range from 0 to 2 percent.Mean annual precipitation is about 30 inches near the typical pedon site.Mean ,
annual temperature is about 49 degrees
F.
TAXONONIIC CLASS: Coprogenous, euic,mesic Limnic Haplosaprists
TYPICAL PEDON: Muskego muck- on a slope of less than 1 percent in a cultivated
field at an elevation of about 815 feet. (Colors are for moist soil unless otherwise stated.)
Oap--O to 9 inches;black(lOYR 2/1)broken face and rubbed muck(sapric material);
about 25 percent fiber,4 percent rubbed; moderate very thick platy structure parting to
moderate fine subangular blocky; friable;many fine roots;mostly herbaceous fiber;
neutral; abrupt smooth boundary. `
Oal--9 to 14 inches;black(lOYR 2/1)broken face muck(sapric material); about 30
percent fiber, 5 percent rubbed; moderate very thick platy structure parting to moderate
fine subangular blocky; friable;many fine roots;mostly herbaceous fiber; neutral; abrupt
smooth boundary. •
Oa2--14 to 30 inches; dark brown(7.SYR 3/2)broken face muck(sapric material) with
few thin(less than 1 inch) layers of mucky peat(hemic material); about 50 percent fiber,
7 percent rubbed; weak thin platy structure; few fine roots; slightly acid; gradual smooth
boundary.
Lcol--30 to 48 inches; dark olive gray(SY 3/2) coprogenous material with fine thin(less
than 1 inch)lenses of yellowish brown(lOYR 5/6)mucky peat(hemic material);weak
very thi.n platy structure; slightly plastic; neutral; diffuse smooth boundary.
Lco2--48 to 60 inches;very dark grayish brown(2.SY 3/2)coprogenous material;
massive; slightly plastic; slightly alkaline.
TYPE LOCATION: Ozaukee County, Wisconsin; about 1 mile east and 2 1/2 miles
south of Fredonia;2,500 feet north and 500 feet west of the southeast corner of sec. 11,
T. 11 N.,R. 21 E. or 350 feet north and 375 feet west of end of farmstead driveway;
USGS Fort Washington topographic quadrangle; latitude-43 degrees,25 minutes, 58
seconds N. and longitude- 37 degrees, 56 minutes, 34 seconds W.NAD 27.
RANGE IN CHARACTERISTICS: Thickness of the herbaceous organic layers and . _
depth to coprogenous material (sedimentary peat)ranges from 16 to 51 inches. Fibers are
derived primarily from herbaceous plants. Some pedons contain fragments of twigs,
branches, or logs that range from 1/8 to 5 inches in diameter and amount to less than 15
percent of the volume. Reaction ranges from strongly acid to neutral(water, 1:1) in the
surface tier and from strongly acid to slightly allcaline(water, 1:1)in the subsurface and
bottom tiers. Silty clay loam overwash, clay loam substratum,marshy(ponded), and
flooded phases are recognized in some places.
The surface tier has hue of lOYR, 7.SYR, or neutral,value of 2 or 3 and chroma of 0 to 2.
The herbaceous organic part of the subsurface and bottom tiers has hue of SYR, 7.SYR or
lOYR or is neutral in hue. Value is 2 or 3 and chroma is 0 to 4. It is dominantly muck
(sapric material),but some pedons have layers of mucky peat(hemic material)up to 10
inches thick.
The Lco horizon has hue of lOYR,2.SY, SY, or SGY,value of 2 to 5 and chroma of 1 to
. 3. It is coprogenous material. Reaction ranges from neutral to moderately alkaline and
carbonates are present in some pedons. The Lco horizon has slightly plastic consistence
and shrinks upon drying to form hard clods that are difficult to re-wet.
COMPETING SERIES: These are the Moston and Toto series. Moston soils have sand
below the limnic layer withixi the 51 inche control section. Toto soils have marl and sand
below the lixnnic layer within the 51 inch control section.
` GEOGRAPHIC SETTING: The Muskego soils commonly are in depressional areas
principally associated with glacial lake plains and flood plains,but other geographical
locations are not excluded. Slope ranges from 0 to 2 percent. These soils formed in
herbaceous organic material dominantly from grasses, sedges, and reeds over
coprogenous limnic material(sedimentary peat). 1Vlean annual temperature ranges from
46 to 52 degrees F. Mean annual precipitation ranges from 25 to 40 inches. The frost free
period ranges from about 130 to 180 days. Elevation ranges from 679 to 1400 feet.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the Hou ton and Klossner
series. Houghton soils are in nearby areas where the organic deposits are more than 51
inches thick and coprogenous material is not in the lower part of the control section.
Klossner soils are in areas where the coprogenous material is absent and the herbaceous
organic material is underlain by loamy mineral material.
DRAINAGE AND PERMEABILITY: Very poorly drained. The potential for surface
runoff is low or negligible. Permeability is moderate or moderately rapid in the
herbaceous sapric material and slow in the coprogenous material (sedimentary peat).
Most Muskego soils have an apparent water table from 1 foot above the surface to 1 foot
below the surface in most years for much of the period from November to August. Some
Muskego soils have an appaxent water table from 3 feet to 1 foot above the surface in
most years for much of the period from January to December.
USE AND VEGETATION: Most areas remain in natural vegetation and provide
wildlife habitat.Natural vegetation is dominantly grasses,reeds, and sedges with '
scattered hardwoods.A few areas have been drained and are used cropland.
DISTRIBUTION AND EXTENT: Southern Wisconsin and southern Minnesota and in
Illinois, Indiana, Iowa, and Ohio. MLRA 95B, 98, 102A, 103, 104, 105, 108, 110, 111,
114, and 144A.The Muskego soils are of moderate extent.
MLRA OFFICE RESPONSIBLE: Indianapolis, Indiana �
SERIES ESTABLISHED: Ozaukee County,Wisconsin, 1971.
REMARKS: Diagnostic horizons and features recognized in this pedon are: sapric
materials dominant in the subsurface tier; saturated with water for 6 months or more of
the year;have a limnic layer(coprogenous material)greater than 5 cm thick within the
control section.
ADDITIONAL DATA: Soil Interpretation Records-WI0046;WI0335 (OVERWASH);
WI0437 (MARSHI�; VJI0462 (CLAY LOAM SUBST.);WI0520 (FLOODED).
LESTER SERIES
The Lester series consists of very deep,well drained soils that formed in calcareous loamy glacial till on till
plains and moraines.These soils have moderate permeability.Their slopes range from 5 to 70 percent.
Mean annual precipitation is about 28 inches.Mean annual temperature is about 47 degrees F.
TAXONOMIC CLASS: Fine-loamy,mixed, superactive,mesic Mollic Hapludalfs
TYPICAL PEDON: Lester loam with a convex slope of about 9 percent on a ground
moraine in a cultivated field. (Colors are for moist soil unless otherwise noted.)
Ap--O to 7 inches;very dark grayish brown(lOYR 3/2)loam, grayish brown(lOYR 5/2)
dry;moderate fine subangular blocky structure; friable;many fine roots; about 3 percent
gravel; slightly acid; abrupt smooth boundary. (6 to 10 inches thick)
Bt1--7 to 21 inches;brown(lOYR 4/3) clay loam;moderate medium subangular blocky
structure; firm;many very fine roots; common very dark grayish brown(lOYR 3/2)clay
films on faces of peds and few very dark gray(lOYR 3/1) organic coats on faces of peds;
about 2 percent gravel; slightly acid; clear smooth boundary.
Bt2--21 to 38 inches; dark yellowish brown(lOYR 4/4)clay loam; moderate medium
subangular blocky structure; friable; common fine roots; common dark grayish brown
(lOYR 4/2) clay films on faces of peds and few very dark brown(lOYR 2/2)organic
coats on faces of peds; about 3 percent gravel; slightly acid; gradual smooth boundary.
(Combined Bt horizon is 10 to 40 inches.) �
Bk1--38 to 50 inches; yellowish brown(lOYR 5/4)loam; weak medium subangular
blocky structure; friable; few fine roots; common very pale brown(lOYR 8/2) carbonate .
threads; about 2 percent gravel; violently effervescent; slightly alkaline; clear wavy
boundary.
Bk2--50 to 60 inches;yellowish brown(lOYR 5/4)loam;weak medium subangular
blocky structure; friable; common fine distinct yellowish brown(lOYR 5/6)relict Fe
concentrations; common very pale brown(lOYR 8/2) carbonate threads; about 2 percent
gravel; violently effervescent; slightly alkaline; clear wavy boundary.
C--60 to 80 inches; yellowish brown(lOYR 5/4)loam; ;massive; fi-iable; common
medium distinct yellowish brown(lOYR 5/6)relict Fe concentrations and few fine
distinct light brownish gray(lOYR 6/2)relict Fe depletions; about 1 percent gravel;
strongly effervescent; slightly alkaline.
TYPE LOCATION: Wright County, Minnesota; about 3 miles west of Otsego, 1460
feet south and 200 feet west of the northeast corner of Sec. 15,T.121 N., R.24 W.;USGS
Big Lake quadrangle; lat. 45 degrees 17 minutes 29 seconds N.; long. 93 degrees 41
minutes 3 seconds W.,NAD27
RANGE IN CHARACTERISTICS: Depth to free carbonates ranges from 20 to 54
inches. Rock fragments of mixed lithology comprise 1 to 8 percent of the volume of the
control section.
The A or Ap horizons have hue of lOYR, value of 2 or 3, and chroma of 1 or 2. The E
horizon where present,has value of 3 to 5, and chroma of 1 to 3. The A and E horizons .
are loam or clay loam,but sandy loam, fine sandy loam, or silt loam is within the range.
- They range froxn moderately.acid to neutral. "
The Bt horizon has hue of lOYR or 2.SY,value of 4 or 5, and chroma of 3 or 4. It is clay
loam or loam and has 24 to 35 percent clay and 30 to 45 percent sand. The B/A clay
ratios range from 1.2 to 1.4. It is strongly acid to slightly acid in the upper part and
moderately acid to neutral in the lower part. A Bw horizon is sometimes present below
the Bt.
The Bk horizon has hue of lOYR or 2.SYR,value of 4 or 5, and chroma of 3 to 6. The Bk
horizon is loam or clay loam. It is slightly alkaline or moderately alkaline. Relict
redoximorphic features are present in some pedons.
The C horizon has hue of 2.SY or lOYR,value of 4 to 6, and chroma of 3 to 6. It is loam
or clay loam. It is slightly allcaline or moderately alkaline. Relict redoximorphic features
are present in some pedons.
COMPETING SERIES: These are the An 7us,Arg,vle, Baltimore, Bassett, Blooinin�,
Caleb,Dowa._i1c, Dunbrid�e, Gara,Koronis,Lauramie, Lon rl�ois, Lvdick, Mohawk,
Neda,Newcomer,Oneco, Orwood,Racine,Razort, Sebbo,Taopi, Waucoma, and
Winneshiek soils in the same family. Angus and Sebbo soil have saturation in the lower �
third of the series control section. Argyle, Baltimore, and Oneco soils have B horizons
with 7.SYR or redder hue. Bassett soils are very strongly acid to moderately acid in the
upper part of the Bt horizon. Blooming and Racine soils have 15 to 35 percent sand in the
upper part of the particle-size control section. Caleb soils have some subhorizons that
have more than 45 percent in the lower part of the control section. Dowagiac and Koronis
soils have less than 24 percent clay in the lower one third of the particle-size control
section. Dunbridge,Waucoma,Newcomer and Winneshiek soils have sola terminated by
bedrock at depths above 60 inches. Gara soils average less than 2 percent rock fragments
in the control section. Longlois, Lydic, and Neda soils have more than 8 percent rock
fragments in some subhorizon of the control section. Lauramie soils have more than 45.
percent sand in some subhorizon in the middle part of the control section. Mohawk soils
have a higher content of silt and have dark colors in the B horizon which apparently are
inherited from dark shale. Orwood soils have no rock fragments in the particle-size
control section. Razort soils have less than 30 percent sand in the control section.
GEOGRAPHIC SETTING: These soils have convex slopes on moraines and till plains.
Slope gradients range from 5 to 70 percent. They formed in calcareous,loamy glacial till
of late Wisconsinan Age. Mean annual temperature ranges from 45 degrees to 52 degrees
F. Mean annual precipitation ranges from 25 to 33 inches. Frost free days range from 125
to 165. Elevations range from 700 to 1600 feet.
GEOGRAPHICALLY ASSOCIATED SOILS: These include the Cordova,Dundas,
Glencae,Hamel,Houghton, Klossner,Le Sueur,Muske�o, and Nessel soils. Poorly
drained Cordova and somewhat poorly and poorly drained Dundas soils are on flats and
upper drainageways with a high seasonal water table. Very poorly drained Glencoe,
Houghton,Klossner, and Muskego soils are mostly in depressions. Poorly drained Hamel
soils are on foot and toe slopes. Moderately well drained Le Sueur and Nessel soils are on
slightly elevated flats and gently convex slopes. _ .
DRAINAGE AND PERM�ABILITY: Well drained. Permeability is moderate. Runoff
is medium to high.
USE AND VEGETATION: Mostly cropped to corn and soybeans. Some is in pasture
and forest.Native vegetation is savanna.
DISTRIBUTION AND EXTENT: South-central and east-central Minnesota and
northeastern Iowa. Extensive.
MLRA OFFICE RESPONSIBLE: St. Paul,Minnesota
SERIES ESTABLISHED: Dakota County,Minnesota, 1945.
REMARKS: Diagnostic horizons and featured recognized in this pedon are: mollic
subgroup-the zone from the surface to 7 inches(Ap horizon); argillic horizon-the zone
from 7 to 38 inches (Bt horizons). Type location moved from Waseca County,Mn. to
Wright County,Mn., 11/96 to better exemplify the series concept within the MLRA.
• Slopes of 1 to 5 percent that were previously correlated as Lester may be included with
the Angus series in the future. . �
LERDAL SERIES
The Lerdal series consists of very deep,somewhat poorly drained soils that formed in clayey glacial till or '
flow till on glacial moraines.Permeability is slow.Slopes range from 1 to 18 percent.Mean annual
precipitation is about 29 inches.Mean annual air temperature is about 48 degrees F.
TAXONOMIC CLASS: Fine, smecritic, mesic Aeric Vertic Epiaqualfs
TYPICAL PEDON:Lerdal silty clay loam with a plane slope of about 4 percent on a
glacial moraine at an elevation of 1,290 feet in a pasture field. (Colors are for moist soil
unless otherwise stated.)
Ap--O to 7 inches;black(lOYR 2/1) silty clay loam, dark gray(lOYR 4/1) dry; weak
very fine subangular blocky structure; friable; about 2 percent gravel, mostly shale;
slightly acid; abrupt smooth boundary(6 to 10 inches thick)
E--7 to 9 inches; very dark gray(lOYR 3/1) silty clay loam, gray(lOYR 6/1) dry; many
fine faint dark gray(lOYR 4/1)=Fe depletions;moderate fine subangular blocky structure; .
friable; about 2 percent gravel, mostly shale; moderately acid; clear wavy boundary. (0 to
6 inches thick) ' �
Btl--9 to 14 inches; dark grayish brown(lOYR 4/2) silty clay loam, few medium
prominent light olive brown(2.SY 5/6)Fe concentrations; moderate fine and medium
subangular blocky stxucture; firm; common faint very dark grayish brown(lOYR 3/2)
coatings and clay films on faces of peds; about 2 percent gravel, mostly shale; moderately
acid; clear wavy boundary. (0 to 10 inches thick)
Bt2--14 to 20 inches; olive brown(2.SY 4/4) silty clay loam; common fine distinct light
olive brown(2.SY 5/6) Fe concentrations; moderate fine and medium subangular blocky�
structure; very firm; common distinct very dark grayish brown(2.SY 3/2) coatings and
clay films on faces of peds; about 2 percent gravel, mostly shale;very strongly acid; clear
wavy boundary.
Btgl--20 to 30 inches; grayish brown(2.SY 5/2) silty clay; common fine distinct light
olive brown(2.SY 5/6)Fe concentrations; moderate medium and coarse prismatic
structure; very fum; common distinct very dark grayish brown(lOYR 3/2) clay films on
faces of peds; about 2 percent gravel,mostly shale; strongly acid; clear wavy boundary.
Btg2--30 to 42 inches; grayish brown(2.SY 5/2) clay loam; many fine and medium
distinct light olive brown(2.SY 5/4) Fe concentrations;weak coarse prismatic struciure;
firm; common faint very dark grayish brown(2.SY 3/2) clay films on faces of peds and in
root channels; about 5 percent gravel,mostly shale; slightly acid; abrupt wavy boundary.
- (Combined thickness of Bt and Btg horizons is 15 to 36 inches.)
Bw-42 to 47 inches; olive brown(2.SY 4/4) clay loam; many fine and medium faint light
olive brown(2.SY 5/4)Fe concentrations;weak coarse prismatic structure; firm; common
prominent clay films in root channels; about 5 percent gravel, mostly shale; slightly
effervescent in parts; neutral in parts and slightly alkaline in other parts; clear wavy
boundary. (0 to 10 inches thick)
� Bk--47 to 60 inches; grayish brown(2.SY 5/2) clay loam; many fine and medium distinct
light olive brown(2.SY 5/4)Fe concentrations; massive; firm; about 5 percent gravel, "
mostly shale; few prominent black(lOYR 2/1) clay films in root channels; common
white soft limy masses; strongly effervescent; slightly alkaline.
TYPE LOCATION:Freeborn County, Minnesota; about 6 miles northeast of Albert
Lea; about 940 feet west and 48 feet north of the center of sec. 13,T. 103 N.,R. 21 W.;
USGS Albert Lea quadrangle; lat. 43 degrees 43 minutes 29 seconds N.; long. 93 degrees
17 minutes 57 seconds W.,NAD27
RANGE IN CIiARACTERISTICS:Depth to free carbonates range from 25 to 65
inches. Gravel dominated by shale typically comprise 1 to 8 percent by volume,but they
are lacking in the upper part in some pedons. The sand fraction of these soils is
dominated by shale.
' The Ap or A horizon has hue of l OYR,value of 2 or 3, and chroma of 1 or`2. The E
horizon,where present, has hue of lOYR, value of 3 to 5, and chroma of 1 or 2. It has
� redox features in some pedons. The A and E horizons are loam, silt loam, clay loam,or
silty clay loam. They are slightly or moderately acid. � ' .
The Bt horizon has a matrix above depths of 30 inches that mostly has hue of lOYR or
2.SY,value of 4 or 5, and chroma of 1 or 2,but at least some subhorizon has chroma of 3
or 4 in 40 percent or more of the mahix. It has below depths of 30 inches hue of 2.SY or
SY,value of 4 or 5, and chroma of 2 to 4. It has few to many and faint to prominent Fe
depletions and concentrations. It is clay loam, silty clay loam, silty clay, or clay with a
B/A clay ratios of 1.2 to 1.4. It averages between 35 and 45 percent clay and from 10 to
30 percent sand at least in the upper 20 inches. It has subhorizons with as much as 55
percent clay in some pedons. It is moderately to very strongly acid in the upper part and
. moderately acid to slightly alkaline in the lower part.
The Bw,Bk or C horizon has hue of 2.SY or SY,value of 5 or 6, and chroma of 2 to 4. It
is loam, clay loam, silty clay loam, silty clay, or clay. It commonly has few or comxnon'
masses of lime m the upper part.
COMPETING SERIES: These are the Bevier and Mexico series. Bevier and Mexico
soils do not have free carbonates in the series control section. �
GEOGRAPHIC SETTING: Lerdal soils have plane or convex slopes on gently sloping
to moderately steep or hilly glacial moraines. Slope gradients are commonly 2 to 8
percent but range from 1 to 18 percent. Lerdal soils formed in about 3 to 10 feet or more
of moderately fine or fine textured clayey glacial till or flow till, high in content of shale
over calcareous loam or clay loam till common to the Des Moines lobe of the Late
Wisconsinan glacial stage. Mean annual air temperature ranges from 45 to 52 degrees F.
Mean annual precipitation ranges from 28 to 32 inches. Frost-free days range from 125 to
172. Elevation above sea level ranges from 800 to 1500 feet.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the Kilkemzv, Mazaska, and
Shields soils which are members of a hydrosequence with Lerdal soils. Moderately well
. drained Kilkenny soils have more convex slopes or are on higher lying terrain. The
� somewhat poorly drained Shields soils are on nearly level terrain. Poorly drained
Mazaska soils are in nearby shallow depressions, swales, and low lying level areas.
DRAINAGE AND PERMEABILITY: Somewhat poorly drained. Surface runoff is
high to very high. Permeability is slow. The perched seasonal high water table is 1.5 to
2.5 feet during April to May in most years.
USE AND VEGETATION:Most are used as cropland. Corn, soybeans, and alfalfa are
the commonly grown crops.Native vegetation is savanna with oaks being the dominant
kind of tree.
DISTRIBUTION AND EXTENT: Eastern edge of Des Moines lobe in Minnesota.
Moderately extensive.
MLRA OFFICE RESPONSIBLE: St. Paul,Minnesota
SERIES ESTABLISHED:Hennepin County, Minnesota, 1969.
REMARKS: Diagnostic horizons and features in this pedon are: ochric epipedon - from
the soil surface to a depth of 7 inches- too thin for a mollic horizon(Ap); albic horizon -
the zone from 7 to 9 inches (E); argillic horizon - the zone from 8 to 42 inches (Btl, Bt2,
Btgl, Btg2).
This pedon has been reclassified to Fine, smecritic mesic Aeric Vertic Epiaqualf on 12/96
National Cooperative Soil Survey
U.S.A.
. ,� .
HOUGHTON SERIES
The Houghton series consists of very deep,very poorly drained soils formed in
herbaceous organic deposits more than 51 inches thick in depressions on lake plains,
outwash plains, ground and end moraines and on floodplains. These soils have
.
�� moderately slow to moderately rapid permeability. Slope ranges from 0 to 2 percent.
Mean annual precipitation is about 35 inches, and mean annual temperature is about 50
degrees F.
TAXONONIIC CLASS: Euic,mesic Typic Haplosaprists
TYPICAL PEDON: Houghton muck-on a level area in a cultivated field. (Colors are
for moist soils unless otherwise stated.)
Oal--O to 9 inches;black(N 2.5/0)broken face and rubbed muck(sapric material); about
5 percent fiber, a trace rubbed;weak coarse subangular blocky structure;neutral(pH 7.0
� in KCl); abrupt smooth boundary. ,
Oa2--9 to 13 inches;black(N 2.5/0)broken face,very dark brown(7.SYR 2/2)rubbed
muck(sapric material); about 5 percent fiber, a trace rubbed;weak medium granular
, structure;neutral(pH 7.0 in KCl); abrupt smooth boundary.
Oa3--13 to 24 inches; dark reddish brown(SYR 3/2)broken face,dark reddish brown
(SYR 2/2)rubbed muck(sapric material); about 15 percent fiber, less than 5 percent
rubbed;massive,breaking to thick platy fragments; neutral(pH 7.0 KCl); abrupt smooth
boundary.
Oa4--24 to 32 inches;black(SYR 2/1)broken face and rubbed muck(sapric material);
about 10 percent fiber, a trace rubbed;massive; about 1 percent woody fragments; neutral
(pH 7.0 in KCl); clear wavy boundary.
Oa5--32 to 48 inches; dark reddish brown(SYR 2/2)broken face,black(SYR 2/1) �
rubbed muck(Sapric material); about 20 percent fiber, less than 10 percent rubbed;
massive,breaking to thick platy fragments; neutral (pH 7.0 in KCl); abrupt smooth
boundary.
Oa6--48 to 80 inches; dark reddish brown(SYR 2/2)broken face and rubbed muck
(sapric material); about 10 percent fiber, less than 10 percent rubbed;massive; slightly
sticky; about 15 percent mineral soil;neutral(pH 7.0 in KCl).
TYPE LOCATION: Clinton County,Michigan; about 3 miles northeast of the village of
, Bath; 200 feet north and 400 feet east of the southwest corner of sec. 12,T. 5 N., R. 1 W.
USGS Bath topographic quadrangle, lat. 42 degrees 49 minutes 43.4 seconds N. and long.
84 degrees 52 minutes 56.9 seconds W.;NAD 27.
RANGE IN CHARACTERISTICS: The organic layers are more than 51 inches thick.
The organic fibers are derived primarily from herbaceous plants,but some pedons
contain individual layers which contain as much as 30 percent woody material,however,
the woody fragment content averages less than 15 percent by volume in the control
section. It is very strongly acid to slightly alkaline.
The organic lay�rs have hue of lOYR, 7.SYR,or SYR,value of 2 to 3, and chroma of 1 to
3, or is in 2.510. The layers are predominantly muck(sapric material),but in some pedons
mucky peat(hemic material)has a combined thickness of less than 10 inches and peat
(fibric material) less than 5 inches. Some pedons have coprogenous material or marly
material below 51 inches
COMPETING SERIES: These are the Carlisle, Lena, Peteetneet, Saltese, and
Semiahmoo series. Similar soils are the Adrian, Carbondale, Greenwood, Linwood,
Lupton,Palins,Rifle, and Willette series. Carlisle soils derived dominantly from woody
materials and contain an average of 15 to 30 percent woody fragments in the control
section. Lena soils contain free carbonates throughout. Peteetneet soils are massive or ,
platy in bottom tier, are on elevations of about 4,500 feet, and are substantially drier in
t the moisture control section during the 120 days following the summer solstice. Saltese
and Semiahmoo soils are in areas with mild humid climates. Adrian,Linwood,Palms,
and Willette soils have a mineral substrata depths ranging from 16 to about 50 inches.
Carbondale, Greenwood, Lupton, and Rifle soils are frigid.
GEOGRAPHIC SETTING: Houghton soils occupy closed depressions within lake
plains, outwash plains, ground and end moraines, and on floodplains. Slope gradients are
less than 2 percent. The mean annual precipitation ranges from about 30 to 42 inches, and ��
the mean annual temperaiure is about 48 to 53 degrees F.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the Adrian,Edselton(T),
,' Edwards,Moston(T),Muske�o,Palms, and Willette soils.Edselton(T) and Edwards soils•
are underlain by marly material at depths of 16 to 51 inches. Moston(T), and Muskego
soils are underlain by coprogenous material between 16 and 51 inches.Poorly or very
poorly drained mineral soils are commonly associated along the margins of the bogs.
DRAINAGE AND PERMEABILITY: Very poorly drained.Depth to the seasonal high
water table ranges from 2 foot above the surface in ponded phases to 1 foot below the
surface from September to June. The potential for surface runoff is very slow or ponded.
Permeability is moderately slow to moderately rapid.
USE AND VEGETATION: A considerable area of these soils is used for cropland or
pasiure. Common crops are onions, leriuce,potatoes, celery,radishes, carrots,mint, and
some corn.Native vegetation was primarily of marsh grasses, sedges, reeds,buttonbrush,
and cattails. Some water-tolerant trees were near the margin of the bog.
DISTRIBUTION AND EXTENT: MLRA 95, 98, 110, 111. Southern part of the lower
peninsula of Michigan,Wisconsin, Indiana, Iowa, Minnesota, and Illinois. The series is •
of large extent. �•
MLRA OFFICE RESPONSIBLE: Indianapolis, Indiana
SERIES ESTABLISHED: Roscommon County, Michigan, 1924.
REMARKS: Diagnostic horizons and features recognized in this pedon are: Well
decomposed organic material from the surface to greater than 51 inches (Oal, Oa2, Oa3,
Oa4, Oa5 and Oa6 horizons)
histic epipedon-muck from the surface to 16 inches (Oal, Oa2, Oa3); .
aquic conditions-from the surface to 40 inches.
' ADDITIONAL DATA: Soil Interpretation Record- (MI0024, MI0291 (PONEED), �
MI0532 (SLOPING),MI0390(MAA'I750),MI0383 (FREQUENTLY FLOODED).
Transect data(T98-MI-003)is on file in MLRA project office,Plymouth, Indiana.
Transect shows 100 percent Houghton.
�,�,'F.
HAMEL SERIES
The Hamel series consists of very deep,poorly drained and somewhat poorly drained soils that formed in.
slope colluvium and glacial till on moraines.These soils have moderately slow permeability.Their slopes
range from 1 to 4 percent.Mean annual precipitation is about 28 inches.Mean annual air temperature is
about 47 degrees F. �
TAXONOMIC CLASS: Fine-loamy,mixed, superactive,mesic Typic Argiaquolls
TYPICAL PEDON: Hamel loam with a 2 percent concave slope on a glacial moraine in
a cultivated field. (Colors are for moist soil unless otherwise noted.)
Ap--O to 10 inches;black(lOYR 2/1)loam,very dark brown(lOYR 2/2) dry; weak very
fine subangular blocky structure; friable; common very fine roots; about 1 percent gravel;
neutral; abrupt smooth boundary.
A--10 to 16 inches;black(lOYR 2/1)loam,very dark gray(lOYR 3/1) dry; weak very
fine subangular blocky structure; friable; common very fine roots; about 4 percent gravel;
neutral; gradual smooth boundary. (Combined thickness of A horizon is 14 to 30 inches.)
AB--16 to 24 inches; very dark gray(lOYR 3/1) clay loam, dark grayish brown(lOYR
4/2) dry;many fine prominent brown(7.SYR 4/4) Fe concentrations; moderate fine
� angular blocky structure; friable; common very fine roots; about 4 percent gravel; neutral;
gradual wavy boundary. (0 to 10 inches thick.)
Btgl--24 to 40 inches; very dark grayish brown(2.SY 3/2)clay loam, grayish brown
(lOYR S/2) dry;many fine prominent brown(7.SYR 4/4)Fe concentrations;moderate
medium prismatic structure; friable; few black(lOYR 2/1)clay films on faces of peds;
about 5 percent gravel;neutral; gradual wavy boundary.
Btg2--40 to 46 inches; dark grayish brown(2.SY 4/2)clay loam;many coarse prominent
brown(7.SYR 4/4)Fe concentrations; moderate medium subangular blocky structure;
� friable; few black(lOYR 2/1) clay films on faces of peds; about 4 percent gravel;neutral;
clear wavy boundary. (Combined thickness of Btg horizons is 12 to 30 inches.) .
Cg1--46 to 55 inches; olive gray(SY 5/2) loam;many medium prominent yellowish
brown(lOYR 5/6)Fe concentrations;massive; friable; about 3 percent gravel; slightly
effervescent; slightly alkaline; gradual wavy boundary.
Cg2--55 to 80 inches; olive gray(SY 5/2) loam;many medium prominent yellowish
brown(lOYR 5/6)Fe concentrations;massive; friable; about 4 percent gravel; slightly
effervescent; slightly alkaline. �
TYPE LOCATION: Wright County,Minnesota; about 1.5 miles southwest of Silver
' Creek, 1200 feet south and 2300 feet west of the northeast corner of Sec. 18, T.121 N.,
R.26 W.,USGS Annandale quadrangle; lat. 45 degrees 17 minutes 34 seconds N.; long.
94 degrees 00 minutes 13 seconds W.,NAD27
RANGE IN CHARACTERISTICS: Depth to free carbonates range from 30 to 65
inches. The mollic epipedon thickness ranges from 24 to 60 inches. Typically the upper
colluvim contains less than 2 percent gravel by volume and the lower part contains 2 to 6 �
percent gravel by volume of mixed lithology.
The A horizons have hue of l 0YR or is neutral,value of 2 or 3, and chroma of 0 to 2.
Typically it is loam or clay loam,but silt loam.or silty clay loam are within the range. It
has coatings of clean sand and silt particles in the lower part of the A horizon in some
pedons. It is moderately acid to neutral.
The Btg horizon has hue of lOYR,2.SY, or SY,value of 2 to 4, and chroma of 1 or 2. It is
clay loam, silty clay loam high in sand, or loam. It has between 25 and 35 percent clay
and 15 to 35 percent fine sand and coarser. It has B/A clay ratios of 1.2 to 1.4. It has few
to many, faint to prominent clay films. It is moderately acid to neutral.
The C horizon has hue of a 2.SY or SY, value of 4 to 6, chroma of 1 or 2. It is loam or •
clay loam. It is slightly allcaline or moderately alkaline. The clay content ranges from 18
to 32 percent and the total sand content ranges from 25 to 45 percent.
COMPETING SERIES: These are the Alvada,Barrv, Berville, Brookston,
Buntin ville, Clackamas, Cordova,Forestcitv,Jameston,Maren�o,Mill r� ove,Navan,
Nosoni,Rensselaer, and VVestland soils. The Alvada series(Tentative- OH) is not in the
OSD file at this time. The�arry, Berville, Brookston, Cordova,Marengo, Millgrove,
Navan, Rensselaer, and Westland soils have a mollic epipedon that is less than 24 inches
thick. The Buntingville soils have carbonates at depths of less than 20 inches. The
Clackamas and Nosoni soils lack free carbonates in the series control section.
The Forestcity soils have 45 to 65 percent sand and 10 to 18 percent clay in the .
underlying material. The Jainestown soils formed in a firm and very firm till associated
with the Iowan Erosional surface.
GEOGRAPHIC SETTING: Hamel soils have concave slopes in swales,rims of closed
depressions, foot and toe slopes, and upper drainageways below sloping to very steep
slopes. Slope gradients are 1 to 4 percent. Hamel soils formed in�slope colluvium and
glacial till of Late Wisconsinan Age. Mean annual air temperature is about 45 to 48
degrees F. Mean annual precipitation is about 25 to 30 inches. Frost free days range from
125 to 165.Elevation above sea level ranges from 700 to 1600 feet.
GEOGRAPHICALLY ASSOCIATED SOILS: These are principally the Havden and
Lester soils. These soils are well drained and are on the higher lying, gently sloping to
�very steep slopes.
DRAINAGE AND PEItMEABILITY: Poorly drained and somewhat poorly drained.
Surface runoff is low or moderately low. Permeability is moderately slow. The apparent
seasonal high water table is at.5 to 1.5 feet for the poorly drained phase and 1.5 to 2.5
feet for the somewhat poorly drained phase during spring in normal years.
USE AND VEGETATION: Most of this soil is cropped to corn,hay, soybeans, and
small grains. However, significant areas are in pasture and forest.Native vegetation is
mixed wet prairie grasses and deciduous forest. -
DISTRIBUTION AND EXTENT: Primarily in the southeast one-quarter of Minnesota
in the timbered,hilly, "gray" till region. Moderately extensive.
MLRA OFFICE RESPONSIBLE: St. Paul,Minnesota
SERIES ESTABLISHED: Hennepin County,Minnesota, 1969.
REMARKS: Diagnostic horizons and features recognized in this pedon are: mollic
epipedon-the zone from the surface to a depth of 40 inches (Ap,A,AB and Btgl);
argillic horizon-the zone from 24 to 46 inches(Btgl, Btg2,). Type location moved from
Hennepin County,Mn. to Wright County,Mn., 11/96 to better exemplify the series
concept.
A somewhat poorly drained overwash phase is recognized that has 8 to 20 inches of
. colluvium over the original dark colored surface.
ADDITIONAL DATA: Refer to MAES Central File Code No. 785 for results of some
laboratory analysis of this series.
,,,
GLENCOE SERIES
The Glencoe series consists of very deep,very poorly drained soils that formed in loamy sediments from
glacial till on glacial moraines.These soils have moderate or moderately slow permeability.Slopes are 0 to
1 percent.Mean annual precipitation is about 28 inches.Mean annual temperature is about 48 degrees F.
TAXONOMIC CLASS: Fine-loamy,mixed, superactive,mesic Cumulic Endoaquolls
TYPICAL PEDON: Glencoe clay loam with a concave slope of less than 1 percent in a
depression on a ground moraine in cultivated field. (Colors are for moist soil unless
otherwise noted.)
Ap--O to 10 inches;black(N 2/0) clay loam; massive;friable; about 2 percent gravel;
cloddy;neutral; abrupt smooth boundary.
A--10 to 24 inches;black(N 2/0) clay loam; weak fine subangular blocky structure;
friable; about 2 percent gravel; neutral; clear wavy boundary. (Combined thiclaiess of A
. , horizon is 16 to 32 inches.) �
ASg--24 to 35 inches;very dark gray(SY 3/1) clay loam;weak fine subangular blocky
'structure; friable; few tongues of dark olive gray(SY 3/2) and olive gray(SY 4/2); about
2 percent gravel;neutral; gradual irregular boundary.�(0 to 26 inches thick)
Bg--35 to 48 inches; olive gray(SY 4/2)loam;moderate coarse subangular blocky
structure; friable: few tongues of very dark gray(SY 3/1); about 5 percent gravel;
common fine prominent light olive brown(2.SY 5/4)and common medium prominent
strong brown(7.SYR 5/6)Fe concentrations; neutral; gradual wavy boundary. (0 to 30
inches thick) • _
Cg--48 to 60 inches; grayish brown(2.SY 5/2) loam;massive; friable; about 5 percent
gravel;many medium distinct light olive brown(2.SY 5/4)Fe concentrations; strongly
, effervescent; slightly alkaline. , . .
TYPE LOCATION: Steele County,Minnesota; about 5 miles northwest of Owatonna;
2,640 feet south,2,660 feet west of the northeast corner of sec. 24,T. 108 N.,R.21 W.;
USGS Medford West quadrangle; lat. 44 degrees 8 minutes 46 seconds N. and long. 93
degrees 17 minutes 45 seconds W.,NAD27.
RANGE IN CHARACTERISTICS: Depth to free carbonates is 30 to 60 inches or
more.The Ap in a few pedons will have small amounts of free carbonates. The thiclaiess
of the mollic epipedon ranges from 24 to 80 inches. The control section averages between
22 and 35 percent clay and from 15 to 30 percent fine sand and coarser;Rock fragments
of mixed lithology comprise 0 to 5 percent of the volume of the A and B horizons and 2
to 8 percent of the C horizon. Some pedons�ave an 0 horizon up to 6 inches in thickness.
A stratified substratum phase is recognized with silt loam, sand, sandy loam, and loamy
sand textures below 40inches.
The Ap or A horizon has hue of lOYR to SY or neutral,value of 2 or 3, and chroma of 0
or 1. It is clay loam, silty clay loam, or loam with 25 to 35 percent clay. Ponded phases
may have mucky modifiers. It is commonly neutral but ranges from slightly alkaline to
slightly acid.
AB horizon has colors and textures similar to the A and Bg horizons.
The Bg horizon has hue of SY or 2.SY,value of 2 to 5, and chroma of 1 or 2.Dark
colored tongues from tlie A horizon range from few to common. It is loam, clay loam or •
silty clay loam.Near the center of some depressions, some pedons have B horizons that
have a slight clay increase relative to the A horizons. It is neutral to slightly alkaline,but
in some pedons the lower part of the B horizon is slightly alkaline with slight
effervescence.The Bg horizon is absent in some pedons.
The Cg horizon has hue of SY or 2.SY,value of 4 to 6, and chroma of 1 to 4. It is loam,
clay loam or silty clay loam. It is slightly alkaline, with weak or strong effervescence.
Calcium carbonate segregations are present in some pedons.
COMPETING SERIES: These are the Coland, Comfrev,Delft, Gielow,Jaines Canvon,
Keddie,Kimmerlin�,Konner,McClave,Peoh,Romnell,�Shandep, and Wenas series.
Coland and Comfrey soils do not have rock fragments in their control sections. In
addition, Coland soils are deeper to free carbonates. Delft soils are poorly drained, are not
in closed depressions,have prismatic structure in subsoil, and do not have tongues of the
A horizqn in the Bg horizon. Gielow, James Canyon, Keddie,Kimmerling,Konner, , .
McClave,Peoh, and Wenas soils are drier in the soil moisture control section during the
120 days following the summer solstice. Romnell soils contain appreciable amounts of
gypsum in their sola. Shandep soils do not have tongues of A horizon in the Bg horizon
and have a coarse textured 2C horizon.
GEOGRAPHIC SETTING: Glencoe soils typically are in closed depressions or low
gradient swales within the Des Moines lobe of the Late Wisconsinan glaciation. The
Glencoe soils are formed in loamy colluvial sediments and loamy glacial till. Mean
annual temperature ranges from 45 to 52 degrees F. Mean annual precipitation ranges
" from 25 to 32 inches. The frost free days range from 124 to 172. The elevation above sea '
level range from 700 to 1600 feet.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the Canisteo, Clarion,Hams,
Nicollet, and Webster soils. The well drained Clarion soils are on the sloping uplands.
Somewhat poorly drained Nicollet and the poorly drained Canisteo,Webster, and Harps
soils are on nearly level to gently undulating slopes. All the above have mollic epipedons �
less than 24 inches thick. In addition,the Canisteo and Harps soils contain free
carbonates throughout. The Glencoe soils also are associated with the Ha•�and Lester
soils and their respective topographic associates in some places.
�
DRAINAGE AND PERMEABILITY: Very poorly drained. Surface runoff is
' negligible. Permeability is moderate or moderately slow.
USE AND VEGETATION: Mostly drained and cropped to corn and soybeans.Native
vegetation was a wet site plant community of the tall grass prairie plant formation.
DISTRIBUTION AND EXTENT: South-central Minnesota and possibly north-central
Iowa. Large extent.
MLRA OFFICE RESPONSIBLE: St. Paul,Minnesota
SERIES ESTABLISHED: Dakota County,Minnesota, 1945.
REMARKS: Diagnostic horizons and features recognized in this pedon are: mollic
epipedon-the zone from the surface to a depth of 35 inches(Ap,A, and ABg horizons);
cumulic subgroup-mollic epipedon is more than 24 inches thick; aquic moisture regime-
low chroma immediately below the A horizons.
ANGUS SERIES �
The Angus series consists of very deep,well drained soils formed in calcareous loamy glacial till on
moraines and till plains.Permeability is moderate.Slopes range from 2 to 5 percent.Mean annual
precipitation is about 28 inches.Mean annual air temperature is about 46 degrees F.
' TAXONOMIC CLASS: Fine-loamy,mixed, superactive,mesic Mollic Hapludalfs
TYPICAL PEDON: Angus loam with a convex slope of about 5 percent on a ground
moraine in a cultivated field. (Colors are for moist soil unless otherwise noted.)
Ap--O to 8 inches; black(lOYR 2/1) loam, dark grayish brown(lOYR 4/2) dry;weak fine
granular structure; friable;many very fine roots; about 2 percent gravel; neutral; abrupt
smooth boundary. (6 to 10 inches thick)
Btl--8 to 23 inches; dark yellowish brown(lOYR 4/4) clay loam;moderate medium
angular blocky structure; firm; common faint brown(lOYR 4/3)clay films on ped
interior�;many very fine roots; about 3 percent gravel; slightly acid; gradual wavy
boundaiy. . '
Bt2--23 to 35 inches;brown(lOYR 4/3) clay loam; moderate medium subangular blocky .
structure; firm; common faint very dark grayish brown(lOYR 3/2) clay films on faces of
� peds and root channels; common very fine roots; about 5 percent gravel; slightly acid;
clear wavy boundary. (Combined thiclrness of the Bt horizons is 15 to 40 inches)
SC--35 to 40 inches;brown(lOYR 5/3) clay loam;weak medium subangular blocky
structure; friable; few faint brown(lOYR 4/3) clay films in root channels; about 4 percent
gravel; slightly effervescent; slightly alkaline; gradual wavy boundary. (0 to 12 inches
thick)
C--40 to 80 inches;brown(lOYR 5/3) loam;massive; friable; common fine distinct
grayish brown(2.SY 5/2) Fe depletion and common medium distinct yellowish brown
(lOYR 5/6)Fe concentrations; about 7 percent gravel; strongly effervescent; slightly •
alkaline.
TYPE LOCATION: Wright County, Minnesota; about 1 mile south of Montrose, 200
feet north and 80 feet east of the southwest corner of sec. 1, T. 118 N.,R. 26 W.;USGS
Waverly quadrangle; lat. 45 degrees 03 minutes 20 seconds N.; long. 93 degrees 54
minutes 38 seconds W.,NAD27.
RANGE IN CHARACTERISTICS: Depth to free calcium carbonates ranges from 24
to 54 inches. Rock fragments of mixed lithology comprise 2 to 8 percent of the volume
throughout. Soil saturation occurs in the lower third of the series control section for
periods of one month or more. These soils are dry for more than 60 days in the soil
moisture conirol section during the 120 days following the summer solstice. The clay
content ranges from 22 to 30 percent and the sand content ranges from 30 to 45 percent
throughout. '
The A or Ap horizon has hue of lOYR,value of 2 or 3 and chroma of 1 to 3. It is
typically loam or clay loam,but silt loam, sandy loam and fine sandy loam are within the
range. The reaction is moderately acid to neutral.
Some pedons have a E horizon with hue�of lOYR, value of 4 or 5, and chroma of 1 to 3.
It is loam, sandy loam or fine sandy loam. The reaction is moderately acid to neutral.
The Bt horizon has hue of lOYR or 2.SY, value of 4 or 5, and chroma of 3 or 4. It is clay
loam, loam, or sandy clay loam. Redoximorphic features are present in the lower part of
the Bt horizon in some pedons. The B/A clay ratios range from 1.2 to 1.4 . It is strongly
acid to slightly acid in the upper part and moderately acid to neutral in the lower part.
A Bk horizon is present in some pedons.
The BC horizon has soil color and textures similar to the Bt and C horizon respectively.
Clay films are on ped faces or root channels. The reaction is slightly acid to slightly
alkaline. �
The C horizon has hue of 2.SY or lOYR,value of 4 to 6 and chroma of 3 to 5. It is loam
or clay loam. It is slightly alkaline or moderately alkaline. Redox depletions with chroma
of 2 or less are in this horizon. �
COMPETING SERIES: These are the Argvle, Baltimore, Bassett,Bloomin�, Caleb, .
Dowa��,Dunbrid�e, Gara, Koronis, Lauramie,Lester, Longlois, Lvdick,Mohawl:,
Neda,Newcoiner, Oneco, Orwood,Racine,Razart, Sebbo,Taopi,Waucoma, and
Winneshiek soils. The Argyle, Baltimore, Blooming, Gara Koronis, Lester,Lydick,
Mohawk,Razort and Taopi soils do not have soil saturarion in the lower third of the
series control section for more than 1 consecutive month. The Bassett, Caleb, Orwood,
and Sebbo soils do not have free carbonates above a depth of 48 inches. Dowagiac soils
have sandy outwash sediments with less than 10 percent clay in the lower third of the
series control section. Dunbridge and Winneshiek soils have sola terminated by limestone
bedrock at depths of 20 to 40 inches. Lauramie soils are dry in some parts of the soil
moisture control section for less than 60 days during the 120 days following the summer
solstice. Longlois soils have 15 to 60 percent rock fragments in the lower half of the
series control section.Neda and Racine soils have less than 30 percent sand in the upper
one fourth of the series control section.Newcomer, Oneco and Waucoma soils have sola
terminated by a lithic contact at depths of 40 to 60 inches. �
GEOGRAPHIC SETTING: These soils have convex slopes on moraines or till plains.
Slopes range from 2 to 5 percent. They formed in calcareous, loamy glacial till of late
Wisconsin Age. Mean annual air temperature ranges from 45 to 50 degrees F. Mean
annual precipitation ranges from 25 to 32 inches. Frost-free days range from 125 to 165.
Elevation above sea level ranges from 700 to 1600 feet.
GEOGRAPHICALLY ASSOCIATED SOILS: These includes the Cordova,Dundas,
Glencoe, Hamel,Hou h� ton,Klossner, and Le Sueur soils which formed in similar parent
materials. Poorly drained Cordova and Dundas soils are on flats and upper drainageways.
Very poorly drained Glencoe soils are in depressions and drainage channels. Poorly
drained Hamel soils are on footslopes or toeslopes. Very poorly drained Houghton and
Klossner soils are organic and are in depressions. Moderately well drained Le Sueur soils
are on slightly elevated flats and less sloping area.
DRAINAGE AND PERMEABILITY: Well drained. Permeability is moderate. Runoff
is low. A seasonal high apparent water table is at 3.5 to 6 feet during March to June in
most years.
USE AND VEGETATION: Mostly cropped to corn and soybeans.Native vegetation is
mixed prairie grasses and deciduous forest.
DISTRIBUTION AND EXTENT: South-central and east-central Minnesota and
possibly northeastern Iowa. Moderate extent. MLRA-103.
NiLRA OFFICE RESPONSIBLE: St. Paul, Minnesota
SERIES ESTABLISHED: Meeker County,Minnesota, 1995.
REMARKS: Diagnostic horizons and features recognized in this pedon are: mollic
subgroup-the zone from the surface to a depth of 8 inches(Ap horizon); argillic horizon
-the zone from 8 to 35 inches(Bt horizons); This soil was previously included in the
Lester series.However, due to more investigations,it was concluded that Lester soils on
a slope of 2 to 5 percent have seasonal high water table between 3.5 and 6 feet rather than �
6�feet or greater. � ..
ADDITIONAL DATA: Soil Interpretation Record number MN0830.
THE TECHNICAL DOCUMENTATION SECTION �
Wetland Definition
:^-4.
WETLAND DEFINITION
According to the 1987 U.S. Army Corps of Engineers "Wetlands Delineation Manual" (1987
Manual; the document used by all delineators to define wetlands) a wetland is "Those areas that
are inundated or saturated by surface or ground water at a frequency and duration sufficient to
support, and that under normal circumstances do support, a prevalence of vegetation typically
adapted for life in saturated soil conditions." The Minnesota State Wetland Conservation Act
Rules, Chapter 8420, further clarifies that"...wetlands must: (1)have a predominance of hydric
soils; (2) be inundated or saturated by surface water or groundwater at a frequency and duration
sufficient to support a prevalence of hydrophytic vegetation typically adapted for life in saiurated
soil conditions; and (3) under normal circumstances, support a prevalence of hydrophytic
vegeta.tion." The 1987 U.S. Army Corps of Engineers Manual in Part II, item 24. states that,
"The interaction of hydrology, vegetation, and soil results in the development of characteristics
unique to wetlands. Therefore, the following technical guidelines for wetlands are based on the
three parameters, and diagnostic environmental characteristics used in applying the technical
guideline are represented by various indicators of these parameters." It is this premise by which
SER ecologists has, in their professional judgment, delineated the wetlands on the subject parcel
' described in this report.
Wetland Hydrology �
The most important wetland criterion is hydrology. The presence and persistence of water .
influences the vegetation types and changes soil morphology. Hydrology may be observed as
standing water(inundation),or may be observed as freestanding water within the soil pit or auger
hole (saturation) usually within the upper 12 inches. This is what would be considered primary
hydrology indicators. Only one primary indicator is necessary to make the determination that
wetland hydrology indeed exists. The 1987 Corps Manual also has a range of hydrologic zones
established based on period of inundation or saturation. These zones and the periods of
inundation or saturation for each can be observed in Table 1 below.
Exce ted from the 1987 Manual,H drolo ic Zones—Nontidal Areas
Zone Name Duration Comments Wetland or Not
I Permanently Inundated 100% Inundation>6.6 ft.mean Not(Aquatic Habitat Zone,or Deep Water
water de th Habitat
Semipermanently To Nearly �75_ Inundation defined as
II Permanently Inundated Or <100% �6.6 feet mean water Wetland
Saturated de th
� Regularly Inundated Or �25_�5% . Wetland
Saturated
N Seasonally Inundated Or <12.5- Wetland
Saturated 25%
Many areas having these
V Irregularly Inundated or >5-12.5% hydrologic characteristics Wetland(if hydrophytic veg.and hydric
Saturated are not wetlands soils also present
Intermittentl Or Never .v'eas with these
VI y <5% hydrologic characteristics Not
Inundated Or Saturated are not wetlands
A-1
The definition of appropriate hydrology according to the 1987 Manual includes two important
terms that must be clarified. First, the definition of a growing season is needed. The growing
season is defined in the 1987 Manual as: "...the portion of the year when soil temperature
(measured 19.7 inches below the surface) is above biological zero (5° C or 41° F)." According to
the 1987 Manual this period of time can be approximated by using the"starting and ending dates
for the growing season based on a 28° F air temperature threshold at a frequency of 5 years in
10." Based on this definition the growing season ranges approxunately 160 days to 180 days in
the Minneapolis/St. Paul metropolitan area(160 in the northern suburbs and greater to the south).
Therefore, the required inundation or saturation to the surface for 5% of the growing season
would be 8 or 9 consecutive days that ground water would need to be at the surface or saturated
to the surface.
The second term in the appropriate hydrology definition from the above paragraph to be clarified
is "in most years". This means in 5 of 10 years hydrology must exist within a "jurisdictional
wetland"for the 8 or 9 consecutive days of the growing season. This means that one observation
date or even one whole year worth of detailed hydrology data may be deemed insufficient to
determine if appropriate hydrology exists at a given location. In the event that precipitation
events accumulate to above or below normal during just prior to a site visit or during a more
intensive hydrology study, the data may be confounded by non-normal circumstances and may
be considered outside the bounds of "most years". Ideally, both antecedent soil moisture
. conditions and precipitation would be normal during all delineations. However, this is not a
realistic impression of climate. Therefore, primary indicators of hydrology must be reviewed
with scrutiny prior to determining if hydrology indeed exists.
Wetland hydrology may be observed as standing water (inundation), or may be observed as
freestanding water within a soil pit or auger hole (saturation)usually within the upper 12 inches.
This is what would be considered primary hydrology indicators. Examination of this indicator
requires digging a soil pit to a depth of 16 inches and observing the level at which water stands
after sufficient time has been allowed for water to drain into the hole. The required time will
vary depending on soil texture. This level represents the depth to the water table; the depth to
saturated soils will always be nearer the surface due to the capillary fringe. According to the
Hydrology criteria in the 1987 Delineation Manual, for soil saturation to impact vegetation, it
must occur within a major portion of the root zone, typically within 12 inches of the surface.
Only one primary indicator is necessary to make the determination that wetland hydrology is
present. However, since a single observation is not enough evidence,based on the percentage of
the growing season this inundation or saturation is required, these data are only valid when
reviewed while also considering the abundance of recent precipitation events or the seasonal
trend of clixnate when the site visit was made (this may be done through review of precipitation �
records where available). In addition to the primary indicators of wetland hydrology, there are
secondary indicators (e.g. oxidized root channels, water-stained leaves, local soil survey data,
FAC-Neutral test), of which iwo must be present to consider the sample point as having wetland
hydrology. -
" A-2
Hydrophytic Vegetation (Wetland Vegetation)
Wetland vegetation is defined in the 1987 Manual as "The sum total of macrophytic plant life
growing in water or on a substrate that is at least periodically deficient in oxygen as a result of
excessive water content. When hydrophytic vegetation comprises a community where indicators
of hydric soils and wetland hydrology also occur, the area has wetland vegetation." In more
standard terms, some plants are more adapted to growing within inundated or saturated soil.
Based on literature records and professional experience, a panel of experts compiled a list of
plant species and assigned each a hydrophytic status (described below and includes five major
classes of probability of a plant occurring within a wetland).
' In terms of delineation there is a gradient of plant species that are adapted to "growing in water
or on substrate that is at least periodically deficient of oxygen". Fieldwork associated with
wetland delineations includes a procedure (the 50/20 Rule, for determination of dominance),
which is also outlined in the 1987 Manual, by which to determine if hydrophytic plant species
dominate the vegetation at a given location. This procedure has been used for the wetland
delineation at the subject parcel of this report.
Hydric Soil
Defined in the 1987 Manual as "A soil that is saturated, flooded, or ponded long enough during
the growing season to develop anaerobic conditions that favor the growth and regeneration of
� hydrophytic vegetation. Hydric soils that occur in areas having positive indicators of
hydrophytic vegetation and wetland hydrology are wetland soils."
For the purposes of delineation of wetlands, soils cannot be viewed without digging pits or
extracting soil using an auger. Therefore, transects of soil samples are taken from perceived
upland to perceived wetlands along a transitional boundary. There are specific color indicators,
textures, and depth requirements in the soil that are reviewed in order to determine whether
hydric soils occur at a given point or not. After a transect of soil samples has been taken, upon
consideration of vegetation and indicators of appropriate hydrology a working prototype for the
given wetland is developed by the delineator. The wetland delineator then uses this working ,
prototype to complete the location of the remainder of the wetland boundary, unless the wetland
is large enough or the landscape features (vegetation or topography) change enough to warrant
additional transect samples.
A-3
.
PHOTO LOG`
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PHOTO 1: Facing south-southwest approximately 225 feet north of the stream. Wetland 1 is on the right side
of the photo.
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PHOTO 2: Facing west-northwest at the southern portion of the properiy on the eastern side of the wetland
boundary. This portion of wetland was mostly reed canary grass that had been recently hayed.
PHOTO LOG OF SITE
���' 2011-012
'��SV O B O DA 2700 Sixth Avenue
��.`,��� Ecological Resources Orono,MN
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PHOTO 3: Facing west-northwest near Transect B-1. This is a typical view of Wetland 1 showing a dominance of
narrow-leaf cattail and reed canary grass.
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' . pC Exhibit I
� Minnesota Wetland Conservation Act �
Notice of Decision
Local Government Unit,(LG� Address .
Minnehaha C�reek Watershed District Z82QZ Minnetonka Blvd
Deephaven,MN 55391
� � ' 1. PROJECT INFORMATION �
Applicant Name Project Name Date of Application
John Lein 270Q Sixth Ave . Application Number
� 8/17/11 Wll-13
• (completed
. � on 9/7/11)
�Attach site locator map.
T e of Decision: �
�Wetland Boundary or Type ❑No-Loss ❑Exemption ❑Sequencing
. � ❑Replacement Plan ❑Banking Plan
Technical.Evaluation Panel Findin and Recommendation(if an : �
� ❑Approve . ❑Approve with conditions ❑Deny
Summaty(or attach): , •
2.LOCAL GOVERNMENT TJ1vIT DECISION .
` Date of Decision: 10/13/11 �
�,
'� �Approved ❑ Approved with conditions(include below) ❑Denied
LGU Finclings and Conclusions(attach additional sheets as necessary):
A wetland boundary at 2700 Sixth Ave in Orono(PID#28-1]8-23-42-0002)was delineated by Svoboda
Ecological Resources on July 6,2010. The boundary was reviewed in the field on�September 28,2011 by
. Minnehaha Creek Watershed District(MCWD)staff. �
One wetIand basin was identified on the property. The wetland was a complex of iwo wetland
communities;an interior Type 3 shallow marsh with a Type 2 wet meadow fringe. " �
The boundary as flagged in the field and described in the delineation report dated August 4,2011 is
approved by the MCWD. This decision is valid for five years. A project on this property may require a
permit from the MCWD. If you have any questions,please contact me at(952)641-4504.
BWSRForms 7-1-10 Page 1 of3
For Re lacement Plans usin credits from the State Wetland Bank:
Bank Account# Bank Service Area County Credits Approved for
� Withdrawal(sq.ft.or nearest.O1 �
. � acre) �
Replacement Plan Approval Conditions. In addition to any conditions specified by the LGU, the
approval of a Wetland Replacement Plan is conditional upon the following:
❑ Financial Assnrance: For project-specific replacement that is not in-advance, a financial
assurance specified by the LGU mt�st be submitted to the LGU in accordance with MN Rule
8420.0522,Subp.9(List amount and type in LGU k'indings).
❑ Deed Recording: For project-specific replacement, eyidence must be provided ta the LGU that
. the BWSR "Declaration of Restrictions and Covenants" and "Consent to Replacement Wetland"
forms have been filed with the county recorder's office in which the replacement wetland is located.
.
❑ Credit R'ithdrawal: For replacement consisting of wetland bank credits, confirma�ion that
BWSR has withdrawn the credits from the state wetland bank as specified in the approved
replacement plan.
Wetlands may mot be impacted until all applicable conditions have been met! .
�LGU Authorized Si ature: � •
Signing a.nd mailing of this completed form to the appropriate recipients in accordance with 8420.0255,
Subp.5 provides notice that a decision was made by the LGU under the Wetland Conservation Act as
specified above. If additional details on the decision exist,they have been provided to the landowner and
aze available from the LGU u on re uest.
Name Title `
Catherine Bach District Technician ' '�
� Sign Date Phone Number and E-mail
10/13L11 (952)641-4504
cbach@minnehahacreek.org
THIS DECISION ONLY APPLIES TO THE MINNESOTA WETLAND CONSERVATTON ACT.
Additional approvals or peimits,from local, state, and federal agencies may be required. Check with all
appropriate authorities before commencing worlc in or near wetlands.�
Applicants proceed at their own risk if work authorized by this decision is started before the time period
� for appeal(30 days)has expired. If this decision is reversed or revised under appeal,the applicant may be
responsible for restoring or replacing all wetland impacts. '
This decision is valid for three years from the date of decision unless a longer period is advised by the
TEP and specified in this notice of decision.
3.APPEAL OF THIS DECISION
Pursuant to MN Rule.8420.0905, any appeal of this decision can only be commencecl by mailing a
petition for appeal, including applicable fee, within thirty(30) calendar days of the date of the mailing of
,__ • this Notice to the following as indicated: �
Check one:
❑ Appeal of an LGU staff decision. Send ❑ Appeal of LGU governing body decision. Send
petition and$_fee(if applicable)to: petition and$500 filing fee to:
Executive Director
Minnesota Board of Water and Soil Resources
520 Lafayette Road North
St.Paul,MN 55155
BWSR Forms 7-]-10 Page 2 of 3
4.LIST OF ADDRESSEES
� SWCD TEP member:Hennepin County Environmental Services;Attn: Stacey Lijewski,417 N.
Sth Street,Suite 200,Minneapolis,MN 55401-3206 .
� � BWSR TEP member:MN Board of Water&Soil Resources,Attn:Lynda Peterson,520
- Lafayette Road North,St.Paul,MN 55155 .
. ❑ LGU TEP member(if different than LGU Contact): �
❑ DNR TEP member: , '
� DNR Regional Office(if different than DNR TEP member):Reg.Env.Assess.Ecol.,Div.Ecol.
Resources,Attn:Melissa Doperalski,1200 Warner Road,St.Paul,MN 55106 "
❑ WD or WMO(if applicable): " �
� Applicant(notice only)and Landowner(if different):John Lein,PO Sox 177,Long Lake,MN
55356
� Members of the public who requested notice(notice only): �
Consultant: Svoboda Ecological Resources,Attn:Brian Surgner,25580 Nelsine Drive,
Shorewood,MN 55331
� City of Orono,Attn: Christine Mattson,2750 Kelley Pkwy,Orono,MN 55356
� Corps of Engineers Project Manager(notice only):Army Corps of Engineers,St.Paul District
' Office,Attn:Melissa Jenny,180 5"'Street East,St.Paul,MN 55101-1678
❑ BWSR Wetland Bank Coordinator(wetland banl:plan applications only)
5.MAILING INFORMATION �
➢For a list of BWSR TEP representa.tives:www.bwsr.state.mn.us/aboutbwsr/workareas/WCA areas.pdf •
� � ➢For a list of DNR TEP representatives:www.bwsr.state.mn.us/wetlands/wca/DNR TEP contacts.pdf .
➢De artment ofNatural Resources Re ional Offices:� �
NW Re 't�on: NE Region: Central Re�ion: Southern Re ion:
Reg.Env.Assess.Ecol. Reg.Env.Assess.Ecol. Reg.Env.Assess.Ecol. Reg.Env.Assess.Ecol.
Div.Ecol.Resources Div.Ecol.Resources • Div.Ecol.Resources Div.Ecol.Resources
� 2115 Birchmont Beach Rd. 1201 E.Hwy.2 1200 Wamer Road 261 Hvry. 15 South
. NE Grand Rapids,MN 55744 St.Paul,MN 55106 New Ulm,MN 56073
Bemid'i,MN 56601
For a map of DNR Adminish•ative Regions,see:http://files.dnr.state.mn.us/aboutdnr/dnr re '�ons•pdf
➢For a list of Corps of Project Managers:www.mvp.usace.annv.miUregvlatorv/default:asp?pa�eid=687
or send to: • ��` . � '
US Army Corps of Engineers
St.Paul District,ATIN:OP-R
180 Fifth St.East, Suite 700 .
� St.Paul,MN 55101-1678
➢For Wetland Bank Plan applications, also send a copy of the application to:
Minnesota Board of Water and Soil Resources
Wetland Bank Coordinator
520 Lafayette Road North
St.Paul,MN 55155
. • 6.ATTACHMENTS
In addition to the site locator map,list any other attachments: .
❑ •
❑
❑
BWSR Forms 7-1-10 Page 3 of 3
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:�`�;��� Fcologica! Resources o �,aoo Z,000 a,000 2700 6th Ave
Feet Orono, MN
PC Exhibit J
2700 Sixth Avenue North
Summarv Estimate of Fees*
Preliminary Subdivision Plat Application:
Preliminary Subdivision Application $850+$30/lot
� Proposed Private Road $650+$0.50/lineal foot
. Proposed On-Site Evaluation—review charges $60 per proposed lot
_
Application Escrow{guarantees payment of City's consultant costs) $10,000
Estimated cost of City Engineer's review of preliminary plat $7,500
(Actual cost will be billed to property owner)
Collected with Application � $1,380.00+$10,000 escrow
, ($650.00 for road still owed)
Final Subdivision Plat Application:
Final Subdivision Application, including Legal Review and Filing
(w/covenants) (Covers first review of documents, if additi'onal time is �
required,those costs will be billed to the property owner.) $700
Storm Water and Drainage Trunk Fee $3,360/acre **
� (paid for the entire plat) �
* Park Fee (8%of Fair Market Value), but no less than
$3,250/per lot and no more than$5,550 per lot x#of new(ots $5,550/lot
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 Final Plat application. Storm Water and Drainage Trunk Fee,
Park Fee and consultant costs are paid before the final plat is recorded. A
*Based on 2012 Fee Schedule
** Maximum Fee: For the 2-acre zoning districts, any lot exceeding 4.0 gross acres including wet
land,shall be charged a maximum trunk fee equal to the trunk fee for a 4.0 acre parcel.
� PC Exhibit K
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PC Exhibit L
' NIINUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday,July 16,2012
6:30 o'clock p.m.
*5. #12-3566 JIM MURPHY AND SANDRA SMITH ON BEHALF OF OLD ORCHARD
_ FARM,LLC,20 O RONO ORCHARD ROAD NORTH,COMPREHENSIVE PLAN
AMENDMENT �
Leskinen moved,Thiesse seconded,to recommend approval of Application#12-3566,Jim Murphy
and Sandra Smith,on behalf of Old Orchard Farm,LLC,20 Orono Orchard Road North,granting
of a comprehensive plan amendment. VOTE: Ayes 6,Nays 0.
6. #12-3561 JOHN LEIN,2700 SIXTH AVENiTE NORTH,SKETCH PLAN,7:36 P.M.-8:00
P.M. _
Ken Westrand,Representative of John Lein,was present.
Curtis stated the proposed subdivision is in conformity with the guiding for the.area for single-family
rural residence at a maximum of one unit�per two acres. The proposed development generally conforms
to the two-acre dry buildable,200-foot width standards for the RR-1B zoning district. The applicant is
proposing to subdivide the 15 plus acre parcel into four 2-acre single-family residential lots which is
. consistent with the surrounding neighborhood. The property is within the RR-1B residential district
allowing for single-family rural residential with a minimum lot size of two acres dry buildable.
The site also contains a 5 plus acre Manage 1 wetland,which requires a 35-foot buffer setback and a 25-
foot structural setback from the buffer. The City will require easements over all wetlands and buffers
designated on the site.
Proposed Lot 1 will have 2.55 plus acres dry land. This includes a seemingly disconnected piece at the
southwest corner which may or may not be contiguous. The contiguous,dry buildable azea should be
verified. This lot is a corner lot proposed to have 288 feet of frontage along the private road and 600 feet
along CSAH 6. The private drive frontage should be considered the front of the property for lot layout
purposes and the property should not have access on to CSAH 6.There is a Manage 1 wetland in the
western half of the lot. There is a sufficient buildable envelope available and all of the required RR-1B
District lot line setbacks can be met.
Proposed Lot 2 has 61 plus feet at the cul-de-sac and 140 feet at the principal building setback. It also
contains 2.23 plus dry acres in area and has a large portion of the Manage 1 wetland on the western
portion of the property. All required Rr-1B setbacks can reasonably be met when this lot is developed
with a new home:
Proposed Lot 3 has 61 plus feet in width at the cul-de-sac and 140 plus feet in width at the principal
building setback,contains 2.06 plus dry acres in area,and contains a drainage creek which runs down the
eastern and southern portion of the property. The existing home is situated on this property as well as a
small bridge crossing the creek. The developer should identify whether the house is proposed to remain.
It appears all required RR-1B setbacks can reasonably be met when this lot is developed with a new
home. -
Proposed Lot 4 is also proposed as a corner lot with 2.02 plus dry acres. It will have 284 feet of frontage
on CSAH 6 and over 250 feet on the new private road. The private road should be considered the front
for setback purposes and there should be no access directly on to CSAH 6. All required RR-1B setbacks
can reasonably be met when this lot is redeveloped with a new home. Based on the existing topography,
Page
12
MINUTES OF THE
ORONO PLANNING COMMISSION MEETING
Monday,July 16,2012
6:30 o'clock p.m.
the developer should consider including a proposed grading plan for this lot if a walk-out home is to be
proposed. �
This project will trigger the need for the developer to conduct and submit a conservation design plan. The
property has an area of existing woods along CSAH 6 and a pine stand along the eastern property line,
one 5-acre wetland and an open view-shed over the wetlands fro County Road 6. The Rural Oasis Study
and Conservation Design Master Planning process has been formulated to help determine on a case-by-
case basis what natural values should be preserved.
The applicant is proposing to plat Outlot A to create a 50-foot private road conidor with a 100-foot cul-
de-sac as required by the Subdivision Ordinance and the CMP for a local private road.The existing
driveway access to CSAH 6 should be abandoned. The standard paved width for this road would be 24
feet with a 50-foot diameter cul-de-sac. An access permit is required from Hennepin County in order to
relocate the access and create the private road.
The City requires standard perimeter,drainage and utility easements around all property.boundaries in the
" plat as well as Conservation and Flowage Easements over the delineated wetlands and wetland buffers. A '
trail currently exists on the south side of CSAH 6. The Planning Commission should discuss whether the
dedication of a trail easement in the applicant's property along the north side of CSAH 6 should be
required as part of this application.
The subject property is not located within the MUSA so sewer service is not available to these properties.
The properties are proposed to be served by septic systems and private wells.
Issues for discussion by the Planning Commission include the Conservation Design,grading of the site,
existing buildings,and access. As it relates to Conservation Design,the developer should develop a plan
which identifies and outlines measures for preserving the ecological assets unique to this property. This
plan should be submitted to the City with an application for preliminary plat review.
As it relates to grading,the developer should consider a master grading plan which includes building pad
� locations as part of the preliminary plat review process.The topography shown on the sketch plan�survey
was taken from the City's topographic maps. The actual site topography will need to be field verified
with a preliminary plat application. The developer should identify which,if any,of the existing structures
will remain.
In regards to access,the applicant is proposing to create an outlot in a new location for the new private
road. Creating the private road to City standards may impact the adjacent wetlands. The City would
expect that the existing curb cut for the current driveway at CSAH 6 be eliminated and the remainder of
the driveway,as it cuts through Lots 3 and 4,be removed. The additional hazdcover may trigger the need
for creation of a stormwater management pond. The developer should work with the Minnehaha Creek
Watershed District to determine if the road will require a stormwater pond. The location of the pond
should not result in a substandard size lot and should be included on the preliminary plat drawings.
�.4 t�
Curtis stated the goal of this review is to provide the developer with an overview of the pertinent City
ordinances and how they affect the proposed plat. The Planning Commission should discuss the strengths
and weaknesses of the proposal. During the sketch plan review,the developer should advise whether any
of the issues noted present any problems so that those issues can be discussed and addressed by the
Planning Commission.
Page
13
�
MINUTES OF THE .
ORONO PLANNING COMMISSION MEETING ,
Monday,July 16,2012
6:30 o'clock p.m.
Thiesse asked if there are enough septic connections available on County Road 6.
Curtis noted this property is not within the MUSA.
Gaffron indicated there is a line of properties between Medina and County Road 6 that are not within the
MLJSA. To bring 2-acre lots into the MLTSA would be very difficult under the current Metropolitan
, Council standards. There are three properties at the north end of Brown Road that are connected to the
sewer and serves the church and the group home. '
Levang asked where the existing road is located.
Curtis indicated it is located along the property.line and crosses over the creek to the existing home.
Levang asked how it crosses over the street.
Curtis stated to her understanding there is a culvert. ��~
Ken Westrand stated to his recollection there is not a culvert there but that it is some sort of suspension ,
bridge.
Levang asked if that would be abandoned. .
Curtis indicated it would be and that access would be gained off of the cul-de-sac for all the lots.
Leskinen asked if the trees would be addressed in the conservation design.
Curtis indicated they would be.
Leskinen commented there is a beautiful stand of trees located on the eastern border of the property and
County Road 6. . .
Thiesse asked if the County is going to allow an offset entrance on to County Road 6.
Curtis stated to her understanding the property owner did approach the City of Medina and was told that
they could not make a connection. The development has not been presented to Hennepin County at this
point since it is a sketch plan review.
Gaffron stated the County's position is that they have a requirement to provide access and that they would
likely dictate where that access is. Gaffron indicated it would be up to the county to approve the location.
Curtis noted it is one access point as opposed to creating three separate access points so Hennepin County
likely will not discourage that proposal. ��
Landgraver asked if the City is familiar with this developer. '
Curtis indicated the developer at this point is the property owner. The property owner is working with
Mr.Westrand,who is here tonight.
� Page
_ 14
NiINUTES OF THE
ORONO PLANNING CONiMISSION MEETING
Monday,July 16,2012
6:30 dclock p.m.
Westrand indicated he has developed lots in the past.
Curtis indicated she spoke with the property owner last summer and they walked through the City's
requirements for a subdivision on the property. The property owner did not go forward at that time and
that this is the first submittal in the process. �
Schoenzeit noted the City has had other developers who have not completed a Conservation Design and
that Staff typically provides them with a checklist of items that needs to be completed.
Gaffron stated one of Staffs recommendations is that prior to lot lines being defined,that they should
identify what the City values on the site that should be preserved,such as wetlands and views. Step one
in the subdivision process should be the conservation design.
Ken Westrand indicated that the applicant,John Lein, is currently in Europe. If the sketch plan is
� approved or looked upon favorably,he will bring back a formal submission to the Planning Commission.
� Mr.Lein has retained Rusty Olson to perforxn PERC tests for the septic. The creek that runs through the
property originally was spring fed,and when the development was done to the north,it went dry. Since
. then a home was constructed on the north side and the drainage from that lot is feeding the creek at the
present time. .
Mr.Lein would like to do minimum dirt moving and save as many trees as possible. He is opposed to the
idea of bringing in sanitary sewer but that if the development does need city sewer,then he would want to
reduce the lots to one acre. Mr.Lein will be back in the States at the end of July. He would like to begin
the development in 2013.
Westrand indicated he had trouble understanding everything that was said here tonight,but that he would
suggest Mr.Lein meet with the planner once he gets back to see what requirements he needs to meet.
Schoenzeit stated Staff will wait for the Conservation Design Plan before commencing further work on
the sketch plan. - �
Thiesse recommended he check with the fire department on the bridge. •
Curtis noted that will not be the access to the development and that it is an existing walking bridge to gain
access to the barn.
Thiesse asked whether that will be removed.
Curtis stated it is likely that will be eliminated.
Levang asked if the barn will remain.
Curtis stated she has not discussed that with the applicant:���"
Levang stated in her view preservation of the trees is important.
Schoenzeit stated with the neighbor's property feeding the creek,the impact this plan would have on the
creek will need to be looked at.
Page
15
MINUTES OF THE
ORONO PLANNING COMMISSION MEETING
� Monday,July 16,2012
6:30 o'clock p.m.
Leskinen stated that would also be her comment. Leskinen asked if the lot width at the cul-de-sac is
•sufficient.
Curtis stated Staff looks at the cul-de-sac width and then the width of the building envelope. Neither of
the lots are 200 feet in width,which is fairly common in the City and variances generally are not needed.
The plat will acknowledge that the width is not 200 feet and that will be sufficient. Staff looks at the
configuration of the building envelope to confirm that a home can be built in that area and have access.
Landgraver noted the Conservation Design asks the applicant to identify the ecological assets of the site
and that Staff has asked the Planning Commission to call out some things that they feel are important.
Landgraver recommended the property owner submit a detailed grading plan and verify the topography.
Leskinen asked whether a trail would be necessary on the north side of County Road 6 since there is
already a trail on the south side.
Curtis indicated Staff is looking for guidance on that. ��
Schoenzeit recommended a trail easement be granted. .
Landgraver concurred that it would be better to ask for it given the topography of the area and the present
layout of the trail. Landgraver asked whether Staff has any other concerns with the property.
Curtis stated there are no maj or contentious issues but that there are pieces of the property that need to be
looked at closer.
Schoenzeit stated it would be best not to have orphan pieces of land if at all possible.
Curtis stated she will provide Mr.Lein with a formal letter detailing the discussion tonight.
The Planning Commission took no formal action on this application. , ,
PLANNING COMMISSION COMMENTS
7. REPORT OF PLANNING COMMISSION REPRESENTATIVES ATTENDING CITY
COUNCIL MEETINGS ON JUNE 25,2012,AND JULY 9,2012
Levang noted that Jon Schwingler attended the June 25`�'Council meeting and that he is not present
tonight.
Thiesse stated he was in attendance at the July 9`�meeting and that everything was placed on the Consent
Agenda. Supporters of Jay Nygard were in attendance to make public comment on the wind turbine.
8. OTHER ISSUES�FOR DISCUSSION
Levang stated she will attend the July 23 City Council meeting. Levang requested Staff update the
Planning Commission lists to include Bruce Lemke.
Page
16
�O�O PC Exhibit M
C ITY OF ORONO
� �„ Street Address: Mailing Address: Telephone(952)249-4600
��, Gti 2750 Kelley Parkway P.O.Box 66 Fax (952)249-4616
lq �, Orono,MN 55356 Crystal Bay,MN 55323 www.ci.orono.mn.us
'�FSHO�
9 October 2012 .
John Lein
9719 Pineapple Preserve Ct
Fort Myers, FL 33908
SUBJECT: Zoning Application#12-3579
On September 19, 2012 the City of Orono considered your application for a preliminary plat for property at
2700 Sixth Avenue to be complete. Your application is scheduled to be before the Orono Planning
Commission on Monday, October 15,2012. • �
This letter is your notification that the City is extending the time period for City action on application #12-
3579 under Minn. Stat. § 15.99, subd. 3(f). The time period for action on this application is extended until
. January 17,2013. No action is required on your part regarding this extension.
Please contact me at 952.249.4627 or mcurtis@ci.orono.mn.us if you have questions on this matter.
Sincerely, •
City of Orono �, 1
�
Melanie Curtis
Planning&Zoning Coordinator �
c: John Lien &Mark Gronberg via email
RUN DATE: 8n8/Z012 FIENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS L[ST) PC EXII lblt N
80 28-118-23 13 0040 80 28-118-23 13 0041 • 80 28-I18-23 13 0042
CHAD B GROCHOWSKI ETAL J C DANDRON&D HAUGLID 7 M JAMES&L H JAMES
1265 MAPLEWOOD DR 1245 MAPLEWOOD DR 1225 MAPLEWOOD DR '
CHAD B GROCHOWSKI J C DANDRON JOHN M&LISA H JAMES
ANN-MARIE R GROCHOWSKI 1245 MAPLEWOOD DR 1225 MAPLEWOOD DR
1265 MAPLEWOOD DR LONG LAKE MN 55356 LONG LAKE NIN 55356
LONG LAKE MN 55356
80 28-118-23 13 0043 80 28-118-23 13 0044 80 28-118-23 13 0045
R BERMAN&L BERMAN . JIM MAUER&LISA MAUER BOHLAND MEDINA MEADOWS LLC
2595 KELLER RD 2615 KELLER RD ' 2570 KELLER RD
RUSSELLBERMAN JIM MAUER BOHLAND MEDINAMEADOWS LLC
2595 KELLER RD 2615 KELLER RD 815 WAYZATA BLVD E
LONG LAKE MN 55356 LONG LAKE MN 55356 WAYZATAT MN 55391-1739
80 28-118-23 13 0046 80 28-]18-23 13 0047 80 28-118-23 13 0048
KIMERLIE L GERACI ROBERT K MCCREA JR TODD M KIMMES
2590 KELLER RD 2610 KELLER RD 1265 ELSINORE CIR
KIMERLIE L GERACI ROBERT K MCCREA JR TODD M KIMMES
2590 KELLER RD 2340 GLENDALE COVE LA 420 TONKAWA RD
LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356
.:<�
80 28-118-23 13 0049 80 28-118-23 14 0053 80 28-118-23 24 0001
D RUSCIANO&B TRAUTMAN M J MESENBURG/M M MESENBURG . STONEGATE FARM INC
1275 ELSINORE CIR 2575 KELLER RD 80 ADDRESS PENDING
DAV1D RUSCIANO � MATTHEW J MESENBURG STONEGATE FARM INC �
BETH TRAUTMAN 2575 KELLER RD C/O PROPERTY RESOURCES CORP
1275 ELSINORE CIR LONG LAKE MN 55356 6851 FLYING CLOUD DR
LONG LAKE MN 55356 EDEN PRAIRIE MN 55344
38 28-118-23 31 0001 38 28-118-23 34 0003 38 28-118-23 41 0005
STONEGATE FARM INC SCHOOL DIST NO 278 EDWARD M RICE ETAL
2940 SIXTH AVE N 795 OLD CRYSTAL BAY RD N 2550 SIXTH AVE N
STONEGATE FARM INC ORONO IND SCHOOL DIST NO 278 EDWARD&TERESA RICE
6851 FLYING CLOUD DR 1025 OLD CRYSTAL BAY RD 2550 SIXTH AVE N
EDEN PRAIRIE MN 55344 LONG LAKE MN 55356 LONG LAKE MN 55356
., ,�,.
38 28-118-23 42 0002 38 28-118-23 42 0003 38 28-118-23 42 0004
JOHN LEIN THOMAS P CARROLL CHAD B GROCHOWSKI ETAL
2700 SIXTFI AVE N 2600 SIXTH AVE N 38 ADDRESS UNASSIGNED
JOHN H LEIN THOMAS P CARROLL CHAD&ANN-MARIE GROCHOWSKI
7719 PINEAPPLE PRESERV CT 2600 SIXTH AVE N 1265 MAPLEWOOD DR
FORT MYER FL 33908 LONG LAKE MN 55356 MEDINA MN 55356
38 28-118-23 43 0010 38 28-118-23 44 0020
IND SCHOOL DISTNO 278 WILLOW VIEW HOMEOWNERS ASSOC Q�
. 8000LDCRYSTALBAYRDN 38ADDRESSLTNASSIGNED � ��""�����
• ORONO IND SCHOOL DIST NO 278 WILLOW VIEW HOA/GUS NICKLOW
685 OLD CRYSTAL BAY RD N �050�.LOW�EW DR . S EP 19 2012
LONG LAKE MN 55356 ORONO MN 55356
C9TY OF ORONO
I CERTTFY THAT THE FACTS REPRESEN RE A C AND TRUE P ENTp OF INFORMATION
DATE�P AUG LIS�Dt���N T BE. CO F EP % ER SERVICE DEPARTMENT.
L
,•-------
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