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HomeMy WebLinkAbout10-17-2011 Planning Commission Packet PUBLIC ATTENDANCE MEETING DATE ; ;�,� r�rJ �/� f' i ❑ COUNCIL d PLANNING COMMISSION ❑ OTHER Please complete the following information for City records. PRESENT FOR(from agenda) NAME (please print) ADDRESS NAME OR NUMBER < � 1. ��4 5�� '� �i� r `�� � >iJ I��;,y����,1 , �r:� , � i�7/V � I � �S�•�Z � " � , 2. ���T-��'��� JPr, � � � � � � . 7 � ` . 3.___�:nr-. 1 -t h,.,�. �.-;� .� � 4. fi���i�;�.';,�� `f`�Z' (,��r,C; � ° � `�' i l ��-� Z�' � 5. /�;�'i'/� �°^�� •�_ %'�� 6� i/�: �,�:,, - fT_ /�'.s S� � 6. t� �� � "`'�---� 1�11 ��.� r� 's�'� 1 �L��-1 f�-V�-- r�`� � � I-1 L� / � �v T C - j 7.:� I�- � " _ '1�t% �� c �.��I C' �-1c� nl�.i�Icc,z,�, � � -� ��.� � � , /✓ � 1 I / /� n/ I 8. � ' 1 1 1 �'11 � �� ` `,y Y l ��*1 �7� J . �� �✓1/1 r ,�y I� �� G��' Y 9. 10. 11. 12. 13. 14. 15. V:1(LEGAL FORMS�\(FORMS�\PUBLIC ATTENDANCE.DOC i � � !. � Y V \�� � Date Application Received: 09/20/11 Date Application Considered as Complete:09/20/11 60-Day Review Period Expires: 11/19/11 To: Chair Schoenzeit and Planning Commission Members Jessica Loftus, City Administrator From: Melanie Curtis, Planning&Zoning Coordinator �V Date: 10 October 2011 Subject: 11-3527,Jason &Jody Smith, 2690 Rainey Road, • Setback Variance Request • Public Hearing ----------------------------------------------------------------------------------- Zoning District: RR-16, One Family Rural Residential,2-acres/200'width Lot Area: 95,724 s.f. or 2.2 acres lot Width: 220' Application Summary: The applicants are requesting a variance to construct a garage addition to the home 28' from the side street lot line where a 50' setback is normally required from the side street(Outlot C). , Staff Recommendation: Planning Department Staff recommends denial of the side street setback variance for the home/garage addition to be built within the side street yard. Pertinent Zoning Ordinance Sections Sec.78-420.Area, height,lot width and yard requirements. (a) Height. No structure or building in the RR-16 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 Lot Width Front Yard Side Yard Side Yard Rear Yard (acres) (feet) (feet) (feet) Adjacent to (feet) Street(feet) 2 200 50 30 50 50 Sec.78-1435. Location. No detached garages or other accessory building shall be located nearer the front or street lot line than the principal building on that lot except on lots which have frontage on a lake and rear yard adjacent to a street, accessory buildings located within the street or rear yards of such lots are subject to the setback requirements of section 78-305(b), section 78-330(b) and section 78-350(b); except that detached garages may be located ten feet from the street or rear lot line when doors face away from the street and a turnaround is provided on the site. This section shall not apply to lakeshore lots divided by roadways or corner lots. Interpretation: An accessory building cannot be located within the required side street yard. � l FILE#11-3527 10 October 2011 Page 2 of 4 List of Exhibits ExhibitA. Application Exhibit 8. Practical Difficulty Documentation Form Exhibit C. Proposed Survey Exhibit D. Proposed Plans and Elevations Exhibit E. Resolution No. 5511—Expired � Exhibit F. Buildable Envelope Illustration Exhibit G. Signatures from the Trees To Be Homeowner's Association Exhibit H. Aerial Photos Exhibit l. Property Owners List ExhibitJ. Plat Map Background The applicants are proposing to construct a two-car garage addition on the east side of the property. A screen porch is also proposed; however the porch is proposed to meet the required setback and is not part of this variance request.The east side lot line abuts a private road outlot, owned by the homeowners association, with underlying road easements to the City for possible future connection to Gander Road. The private road outlot has not yet been developed with a road; it is wooded land and visually appears merely as part of the applicants property. However, this con�guration makes the east lot line a "side street lot line" with a required "side street yard" of 50' in which structures are normally not allowed. Applicants are requesting a variance to allow the construction of a garage addition to be located 28' from the east lot line rather than the required 50'. Applicants' position, and apparently that of the neighborhood, is that the outlot is unlikely to ever be developed for road purposes, and therefore structures that would be encroachments if it was to be a road, will have no negative impacts until/unless it becomes a road, if ever. A similar request by the previous owners was made in 2006. The owners at that time were requesting a setback variance to allow a 40-foot setback where a 50-foot setback is required in order to construct a garage addition.Staff and the Planning Commission recommended denial of the request, however the City Council voted to approve the requested setback variance. The owners did not construct the addition and the variance has since expired. ------------------------------------------------------------------------------------ LOT ANALYSIS WORSHEET Lot Area/Width: RR-16 Lot Area Lot Width Required 87,120 s.f. (2 acres) 200' Actual 95,724 s.f. (2.2 acre) 220' Setbacks: RR-16 Required Existing Proposed Front 50' 150'+ No change Rear 50' 150'+ No change West Side 30' S8.7'to the existing No change home East Side (Street) 50' 64'to the existing home 28' proposed addition � FILE#11-3527 10 October 2011 Page 3 of 4 Structural Covera�e: The property is greater than 2.0 acres in area and not subject to this requirement. ------------------------------------------------------------------------------------ Practical Difficulties Statement Applicants have submitted a practical difficulties statement attached as Exhibit B and should be asked for additional testimony regarding the application. 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 the 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 P/anning Commission shall consider recommending approval for variances from the literal provisions of the Zoning Code in instances where their strict enforcement would cause practica/ di�culties because of circumstances unique to the individua/ property under consideration, and shall recommend approval only when it is demonstrated that such actions will be in keeping with the spirit and intent of the Orono Zoning Code. . , The applicants' property and the adjacent Outlot C are heavily vegetated. The proposed two-car garage addition would likely not be very visible from Outlot C nor Rainey Road. The property is currently conforming and has a three-car attached garage. It has been City practice to require platting of road corridors to adjacent parcels when properties are subdivided. This practice is a requirement of the Orono Subdivision Ordinance - Municipal Code Section 82-283(h)(1). The City has required the platting of connecting corridors to adjoining properties in many instances, to provide access to adjacent properties and to provide for the potential to create "through" roads which are preferable for maintenance, circulation and emergency access purposes, as compared to cul-de-sacs. When such corridors are platted as private road outlots, in virtually all cases since the late 1970's the City has required the dedication of underlying road easements to the City. These road outlots include segments to be used now for private road and cul-de-sac purposes, and segments for future interconnection of private roads, should circumstances warrant such interconnection. The circumstances that might warrant such interconnection at some future date include but are not limited to: � • Neighborhood associations requesting the City to take over road maintenance, in which case the City would likely require the connections prior to acceptance of the road as public, to allow for more efficient maintenance... � • Establishment of an interconnected public trail system between neighborhoods... • Some conclusion by the City or by its neighborhoods that connection of cul-de-sac roads will provide a necessary increase in public safety or decrease in emergency response time... • An area-wide rezoning that would allow for higher density and the need for additional access to property, on-street-parking, etc. � FILE#11-3527 10 October 2011 Page 4 of 4 None of these circumstances are pending for Rainey Road or Gander Road, but they are all possibilities for the future. The City would be shortsighted if it began to eliminate these connection potentials by vacating the connecting corridors that the City required be created over the past 30 years. Likewise, allowing new construction to encroach on these future roadways could result in homes or structures perceived as too close to the street and not in character with the 50'yard standard for the 2 acre zone. Issues for Consideration 1. In 2006, the City Council approved the variance request. Upon reviewing the findings outlined within the approval resolution (attached Exhibit E) does the Planning Commission identify practical difficulties which support the granting of the requested side setback variance? � 2. Are there any other issues or concerns with this application? Staff Recommendation Planning Staff recommends denial of the setback variance as requested. ' PC Exhibit A City of Orono . Variance Application Streef Address: Application# `:�+ - 2� �Q� 2750 Kelley Parkway Date Received: �-Zo-Lm !/ Orono, MN 55356 Q 0 Staff: Main: 952-249-4600 Fee: $700 � �+ fax: 952-249-4616 Renewal: $350 �'.�, Gti`� Mailing Address: After-the-fact: $1,400 Double Fee '�� g,� P.O. Box 66 Escrow Fee: $600/$2,500 kESHD Crystal Bay, MN 55323-0066 � This application form must be completed in full. Applicant will be notified within 15 days as to the status of the application. Incomplete applications will not be placed on Planning Commission Agendas. PROPERTY INFORMATION: ' Site Address 'I�1'ld�.) �,� °7 Property Identification Number(PI : � - '� - - � oo iC� Date Property Acquired (month/year): �a6ti1 ❑ Yes, I own the adjacent parcels. Zoning District: R� — � f3 APPLICANT INFORMATION: (Complete legal names and marital status required for each interested party) Name: �o.so,,. w�,J. 7'0�� Sm���, W�sha.d a� i,,,��� Phone (home): Q s�.-q�,3- 1310 S Phone (work): y go-�3 i-b 3 9 J Complete Address: a��, 6 �`'„�,, TT��,�( City, State & ZIP a�ah, �� � .;s�� � Email: �as�, ��,,s.�(��ho� . co.�-� Fax: � c����.�0.,e.v�1\n�s hd,Me��� OWNER II�FORMATION: (Complete legal names and marital status required for each interested party) Name: ✓f Qn A�A �ao�-�i .�rn,'��. h u�s bu,��c a nd� �ti.�' Phone (home): � q Sa-. y d�_/3 (o F Phone (work): �,/�6- a � }- (0 3�?J Complete Address: ���_ a;�,, P.��( City, State & ZI P ;����,,�s r3� 1 _ Email: � �v�na-��>>���a sl,,�,,,.,��� Fax: ��� �od-�/ @ v�n�o� e�;1�o�s hcr•z,co,�•1 DESCRIPTION OF REQ�ST: Describe the request in detail (attach additional sheets if necessary): U�-� �.UO�-� � .IY� � , � .b t� G� � -� C� �Ul. Yb a.�- ' � S Cf1u�41 ` d. W G�Me� �� � ' ' uJ� o�.v� ��'�uk _,�e, �3 p� � , ,�r; ,`. � ,�. . � � - - �2- SEP 20 2011 . • , ..�,r..�c nant►In � � � t REQUIRED SUBMITTALS: All of the following information must be submitted by the application deadline date in order for your application to be processed. � # 0 - -�.o Escrow A reement si ned � - , :� . P,re-A lication Form Y 1 1 � ! Practical Difficulties Documentation - E ; -r. : Surve meetin ALL re uirements shown on a es 5-6 ' - - � � e* �5 Hardcover Calculation s - � - � � � e a� o , - ❑ .Wetland Delineation �i ;.�. ❑ Buffer Im rovement Plan � APPLICANT AND/OR OWNER: • Agree to provide all information required or requested by the Planning Department, • Agree to pay additional fees (staff time not covered in the original fee payment) and/or consultant expenses incurred in review of this application, and � • Certify that the information supplied is true and correct to the best of his/her knowledge. The applicant and owner recognize that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete or to recommend the request for denial of the request regardless of its potential merit. • Acknowledge the Escrow Agreement is completed and signed. • The Owner hereby acknowledges and agrees to this application and further authorizes reasonable entry onto the property by City Staff, consultants, agents, Commission and Council Members for purposes of investigation and verification of this request. • • Applicant and/or Owner acknowledge they must be present at all scheduled review meetings of the Planning Commission and Council. If an applicant and/o� owner is unable to attend a scheduled meeting, please make arrangements to have an authorized representative attend in place of the applicant/owner and advise the City Planner assigned to your project. • Some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidenfial data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information, the application may not be issued. Applicant's Signature: Date: _�p _ Applicant's.Signature: Date: � Owner's Signature: Date: �/��d, / Owner's Sigriature: Date: � . � RECEIVED ' ~J�.. i � � . . ,. : .;.� ..,..: - �3- SEP. 20 2011 � � � . CIN OF ORO�10 � � „ " Practical Difficulties Document Form 1. The proposed garage addition will be in excess of the 30ft set back needed from an adjacent property. The adjacent property has road easements that were never used that require a setback of 50ft. The land is heavily vegetated and was never developed for road purposes. 2. The developer of our neighborhood created an option to either connect my neighbor's property north via Outlot C (my adjacent property), or connect west into our neighborhood cul-de-sac via Outlot A. He ultimately chose to connect west via Outlot A, so Outlot C was never developed as a road. 3. The proposed garage addition will be built in the exact same style as the existing house and garage. Matching brick, roof line, and siding. The property has dense cover of trees hiding the proposed additions from Outlot C 4. The location of the septic mound site and septic tank limit the areas of expansion. 5. N/A 6. N/A 7. N/A 8. The adjacent property has a road easement that has never been used. The land is heavily vegetated and was never developed for road purposes 9. Road easement was in place as optional ingress/egress for neighbors property that developer did not choose. Road was not and has not been developed for over 23 years from the date of the CC&R's written by developer. 10. I am not familiar with the substantial property right laws in MN, but on September 25th�2006 the Orono city council stated in number 5 of its findings (resolution of the city council no. 5511) that granting of the variance is necessary to preserve a substantial property right of the applicants. Previous home owners required 40 ft setback to our proposed 38 ft setback. 11. I am not aware of any way that the granting of the proposed variance will impair health, safety, comfort, morals, or in any other respect be contrary to the intent of the Zoning code. 12. The location of the septic mound site and septic tank limit the areas of expansion. Practical Difficulties Statement To the best of my knowledge, the conditions existing on this property have not changed since September 25th 2006 when the Orono City Council granted the previous owners a variance for a 40' setback from Outlot C. The City Council found that the conditions existing on the property are peculiar to it and do not apply generally to other property in this zoning district; that granting the variance would not adversely affect traffic conditions, light, air nor pose a fire hazard or other danger to neighboring � property; would not merely serve,as a convenience to the applicants, but is necessary to alleviate a demonstrable hardship or difficulty; is necessary to preserve a substantial property right of the ' � applicants; and would be in keeping with the spirit and intent of the Zoning Code and Comprehensive Plan of the City. f} � . r � � 'i• . _� ` // . . � '� � /� �O R��21•�5 -• , g . � ,. . � �i . . ��g�� .' ���o �� �g'tiY I � � / OQ � / 9ti � , 5�, . .�" �� ' ��� �=99.90 R= . � _ . �� � �r �- -� i t�, � 9 �'' ��/ i� \ �/ �/ ��. �2"IZ? � � ���� ��� �� �� /9�'°� /� ��1 65�. 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'��' 0 � � o m ' . . . � � , . . . .. : ' `�'� ' �� � . .. � - � - " ! . . . . „ . . . . - . . . . . .. . . . , . . . . . . . . . , � . . . . , � � . . � . , .. { � T PC Exhibit E _ � O� O O '- � CITY of ORONO � � , � .,. � ti �'� G'�' RESOLUTION OF THE CITY COUNCIL � �`�kEsKO�'� rvo. 5 5 1 1 � A RESOLUTION GRANTING VARIANCES TO MUNICIPAL ZONING CODE SECTION 78-420 SUBDIVISION B FILE NO. 06-3204 - WHEREAS, Chad Lindblooin and Julie Lindbloom, husband and wife (hereinafter "the applicants") are the owners of the property located at 2690 Rainey Road within the City of Orono (hereinafter tlie"City") and legally described as follows: Lot 3, Block 2, Trees To Be, Hennepin County, Minnesota (hereinafter the "property"); and . WHEREAS, the applicants have made application to the City of Orono for a variance to Orono Municipal Zoning Code Section 78-420 (B) to allow a side street setback of 10' where 50' is normally required in order to construct an attached garage, home addition and detached garage; and WFiEREAS, the applicants have made application to the City of Orono for a variance to Orono Municipal Zoning Code Section 78-1435 to allow an accessory building to be constructed between the side street lot line and the principal structure where an accessory building must not be streetward of the principal building. - NOW, THEREFORE BE IT RESOLVED by the City Council of Orono, Minnesota: FINDINGS 1. This application was reviewed as Zoning File 06-3204. 2. The property is located in the RR-1B, Zoning District which requires a minimum lot area of 2.0 acres and a minimum lot width of 200'. 3. The Planning Commission reviewed this application at a public hearing held on June 19, 2006 and recommended denial of the variances as requested. � 4. The City Council has considered this application including the following findings and recommendation of the Planning .Commission, reports by City staff, Pa�e 1 of 5 . � °� 0 0 '� CITY of ORONO 3 � � '� � z � ti RESOLUTION OF THE CITY COUNCIL ��`�kEsH.o4`�G rvo. _ 5�1 1 � comments by the applicants and the public, and the effect of the proposed variance on the health, safety and welfare of the community: a. The property is 2.2 acres in area and has 220' of width. The property abuts a private road outlot legally described as Outlot C, Trees To Be. b. Although underlain with City road easements, Outlot C is currently and indefinitely not used as a traveled road, has not been developed for road purposes, and is heavily vegetated. c. The location of the septic inound site and septic tank limit the areas of expansion for the applicants' home. d. The applicants revised their initial request so that all proposed additions will meet a 40' side street setback from Outlot C and removed the detached accessory building from the proposal, thus eliminating one of the variances requested. e. The property has a dense cover of trees, hiding the proposed additions from . both Outlot C and from Rainey Road. 5. The City Council finds that the conditions existing on this property are peculiar to it and do not apply generally to other property in this zoning district; that granting the variance would not adversely affect traffic conditions, light, air nor pose a fire hazard or other danger to neighboring property; would not merely serve as a convenience to the applicants, but is necessary to alleviate a demonstrable hardship or difficulty; is necessary to preserve a substantial property right of the applicants; and would be in keeping with the spirit and intent of the Zoning Code and Comprehensive Plan of the City. CONCLUSIONS, ORDER AND CONDITIONS Based upon one or more of the above findings, the Orono City Council hereby grants a variance to Orono Municipal Zoning Code Section 78-420 Subdivision B to allow construction of home additions to be located at a 40' setback from Outlot C where a 50' setback is normally required, subject to the following conditions: 1. Council approval is based on the site plan submitted by the applicants and annotated by City staff, attached to this Resolution as Exhibit A. Any amendments to the site plan Page2of5 ' � _ � O� O O '� CITY of ORONO � ,� - ,. . � ti ti RESOLUTION OF THE CITY COUNCIL ��`9kES�I�g'�G NO. 5.5 1 1 . which are not in conformity with City codes will require further�Planning Commission and City Council review. 2. Authorities granted by this resolution run with the property not with the applicants, but are permissive only and must be exercised by obtaining a building pennit for the new construction within one year of the date of Council approval, or the variance will expire on that date (September 25, 2007). 3. Violation of or non-compliance with any of the terms and conditions of this resolution- shall constitute a violation of the zoning code, shall automatically terminate any authority granted herein, and shall be punishable as a misdemeanor. 4. The undersigned applicants have read, understand and hereby agree to the terms of this resolution and on behalf of the applicants and the applicants' heixs, successors and assigns, hereby agree to the recording of this resolution in the chain of title of the property. � Adopted by the Orono City Council on the 25th day of September, 2006. ATTEST: .. Q. U •�r . Linda S. Vee, City Clerk � Barbara A. Peterson,Mayor Pro rty Owner(s) . Page 3 of 5 . � °� o , o . - CITY of ORONO � ,, � . y � ti RESOLUTION OF THE CITY COUNCIL ��`9k'EST�IDg'�G NO. � 5 1 1 . STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me on this��day of-�, 2006 by Barbara A. Peterson, Mayor of the City of Orono, a Minnesota miulicipal corporation and said instrument was executed on behalf of the City. � � r • . � �� U--�,%� �--r 7 Not�ry Public W" �� � �'�` . JACQUELYN M.YOUNG � Notary Puhlic-Minnesota • My ComrrJssbn E.�li�er Jmn 31,2010 •:%�s`�'�-:. STATE OF MINNESOTA ���������� COUNTY OF HENNEPIN �'"`" . d The foregoing instrument was acknowledged before me on this o��day of (�CfP�-;�-- 2006 by Linda S. Vee, City Clerk of the City of Orono, a Minnesota municipal corporation and said instrument was executed on behalf of the City. RACHELDODGE ��C�u..�--� ���-'� _ NOTARY PUBLIC-MINNESOTA Notary Public � :;,,;.. My Commission Expires Jan.31,2010 STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me this_day of , 2006 by Chad M. Lindbloom,husband of Julie A. Lindbloom. Notary Public Page 4 of 5 � �°� 0 0 ' � CITY of ORONO 1 � � • e � r_ ��� ��j'�'~ RESOWTION OF T5 5C1T1 COUNCIL `9kESI�Og' N O. � . STATE OF MINNESOTA COUNTY OF HENNEPIN nU� This instrument was acknowledged before me this�day of ,�by Julie A. Lindbloom,wife of Chad M. Lindbloom. • � MONICA A.FADNESS otary Public • _ ' NOTARY PUBUC-MINNESOTA • �,c:�� My Commission Expires Jan.31,2012 Pa�e 5 of 5 �.. ; .. ���lT � , i {::' �. .-----� . } I ---�� i o� l. - � '� . . j , � � - .�� ,�h i �__._���� 5 5 7 1 .. f �--�--Y ��'� , -4'"?5..� � '�L � y � .. '� � �r -..�, , , ��s i ` i h �W. ' � ! ;lfi i � ; , :�� � . . z I � ��-• �//; � �; �� _ ��,;, �r; �`� ( If� !,� � . , - i � � r� ,� _.. . � . . � .; - _, �9 �� �` . _ � � ,', � � � , a 1 . I F� � I V . ' . . ' ' . I � 1 . �. e ��� � • I i I �'i GDI�I'C��� ' � • � ' � � � s�T�►� �--� �- _� • I .� ` Cnrm s�;, '��� _- -• , '��nG� '. �� , �� ,r • �; I It; ... j ��r��1�c�i_�- i•,��_ _ ��'�, o�.. G�P-(� � �� � ,�•� � �., _ � ,: ° �F. — , '�L-,4-� I-�o . 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' ____ / � ,,,/ I I , / .. i-- � ,/� ': , � , , �,'� :: i '---- �� i-- VJ" � •„ � � � � .`:/� __ � -----p�_� °��', ,,,.-'��� ' � ; � � � _ _ � � � � � ��/ o' 1 //���-----� \_—_ i� -------------- 'i���ht ,. -- �9g�Z� ', �� ��.cs �� �'� ��� 6Z'Z �i � �,"' ��� " --- /. �_a p6 66=1 \� . �� �' � / 00 i �����' �,er'� �`£6�� /��� i ,�. ,�" 00 �Z�,� / , PC Exhibit G Jody and Jason Smith 2690 Rainey Road Orono, MN 55391 ����I��� October 3, 2011 OCT Q 7 2011 City of Orono CITY OF ORONO PO Box 66 Crystal Bay, MN 55323 SUBJECT: Zoning Application #11-3527 The "Trees To Be" private homeowners association wishes to express its support , of the variance being requested by Jody and Jason Smith. "Trees To Be" is aware that the 12 foot variance is being used for an additional garage space. It is aware of all plans and hopes the Smith's will succeed in their appfication and continue with their remodel as planned. ysocki le ass � 770 Rainey Road 73 Rainey Road /�2��� � Bu n Vickerman 2601 ainey Road 2685 Rainey Road j ' � Kahler Smith� 2725 Rainey Road 2690�tainey ad r �:`�1.1� �''l:�:s '�'°^^r`s .:e' '�D'�'_.... .-�-F�"-:: � �fi -_ �� _ " i �-�i�``�'' `'r�'�yµ,s'�"� '�k pi _ . r7 ` . F_ � �.. ���,� ? .� � „�7, • � i,..k�°`�.�,..� �y� �� .n0.+�' � 4�e. �"� �°c=:�6�`r .���Yryt'fi' ' .1% �� :=`ks'J'a '4s' - K;1> . S� -�4 * . _�c p r{ya' ' , �... '.: � { '" „A`4 ..'�';s'A � `'�J�..�'{�. tl�, . .. . . . ... ,. . 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I.,y �, ��> �. �6��''4����-.. �..^`M. , ���1:k ��`��x� ����� �� �� -, -. r . - _ o . �''ry.,��^� bm'��'�� ^.,,r�' ���} t" S ¢ ,�`o -i,,.0���a•�' , ., °w �` �3, .: 'r��������..� ?��� r ���C�y,�� � Y zr��.'�..' ,. �:� t}��� __ _ �� �- �_h� � .��i� ' � . ai�,, � _ _ "�t7 RUN DATE: 9/ZO/Z011 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIS'1� PC Exhibit I 38 04117-23 43 0003 38 04-117-23 43 0012 38 04-117-23 43 0013 C K BLOOMER&M M JACKSON H F KAHLER&E KAHLER SUSAN S VICKERMAN 2675 FOX ST 2725 RAINEY RD 2685 RAINEY RD CHRISTOPHER K BLOOMER H F KAHLER&E KAHLER SUSAN S VICKERMAN MARGARET M 7ACKSON 2725 RAINEY RD 2685 RAINEY RD 2675 FOX ST WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 04117-23 43 6015 38 04-117-23 43 0016 38 04-117-23 43 0017 J C HILLEGASS&C K LARSON JASON SMITH&JODY SMITH TREES TO BE PRIVATE RD ASSOC 2730 RAINEY RD 2690 RAINEY RD 38 ADDRESS LTNASSIGNED JAMES C HILLEGASS JASON SMITH&JODY SMITH 7REES TO BE ASSOCIATION 2730 RAINEY RD 2690 RAINEY RD 2770 RAINEY RD WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 04-117-23 43 0018 38 04-117-23 43 0019 38 04-117-23 43 0020 K M&P M BUR'fON TREES TO BE PRNATE ROAD ASC J G TUCKER&W B TUCKER 38 ADDRESS UNASSIGNED 38 ADDRESS LiNASSIGNED 650 GANDER RD KIRSTEN&PATRICK BURTON TREES TO BE PRNATE ROAD JAMES G&WHITNEY B TUCKER 2601 RAINEY RD ASSOCIATTON INC 650 GANDER RD ORONO MN 55391 2770 RAINEY RD WAYZATA MN 55391 *a WAYZATA MN 55391 38 04117-23 43 002] 38 04117-23 43 0022 38 04-117-23 44 0005 ANDREW J ROOT/AMANDA G ROOT D F KUMLIN ET AL D L DANIELS&K B BURNS 730 GANDER RD 38 ADDRESS UNASSIGNED 710 GANDER RD ANDREW J&AMANDA G ROOT DENNIS F KUMLIN DAVID&KATHLEEN DANIELS 730 GANDER RD 1460 ST PET'ER ST#�]OS 710 GANDER RD WAYZATA MN 55391 DELANO MN 553281 ORONO MN 5539] .1 I CERTIFY THAT THE FACTS REPRES D A A TE AND TR PRESENTATION OF INFORMATTON AS IT APPEARS THIS DATE ON THE JtECO H Q CO CPAYER SERVICES DEPARTMENT. DATE: �'� L—F! L�k� �/ I /'! ;,.� � RECEIVED SEP 20 2011 C6�Y OF OF�NO � _ � _ y � ���-������ . . � ��� �� � ADJACENT PROPERTY OWNERS' ACKNOWLEDGEMENT FORM I (we) ' � � u��� of ���� �� !"� �,J [print name(s)] [print address] have reviewed the lans for the proposed improvement or proposed use of the property located at ' 0 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 plan a that the proposed neighbor's project or use requires Council approval. � �- �°- f . P o erty w er Date Property Owner Date �*,�****�***«*�**�**,�*****�*�,�*****,�#���****�*«*,��************�*************���**�*,���******#***,��****�*«,�****,� V 4(..,�-2�MOl� I w � S2t N � C��'� oC�1�� ��Q,(�{� ',�� � � 'ZCt,'�(� !"t Il� ( e) � � of r��� � [print name(s)] [print addr ��3� � have review d the plans for the proposed improvement or proposed use of the property located at �D � also referred to as Land Use Application No. I (we) understand that in executing this acknowledgement, I (we) am (are) not asked to dectare approval or disapproval of the property or use but merely to confirm for the City Council that I (we) am (are) aware of the improvement plans and that the proposed neighbor's project or use requires Council approval. ��� __!����� � ��1 Property Owner Date �,0� � 2� C�ll 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. � - 14- � PC Exhibit J i � �� Hennepin County Mailing Label Map Provided By: Taxpayer Services Department i � [gl f. �� �� x ��� � C�� R t�� (�I '4 �s� t t:♦ �j � � . ��+�-'--��.K""" � wM+wlrWw�7 t _ �� � ��� i��L��� a .`�� . -.'�� L E'�41 �� .�� � . _ '�;r `�#�a - E �: i���` � 9� 7-23-44 s�� ` # ���ie� ' �t� "t' � J . l � �� �Sb t /� i, l"� � ���' � � ; � 1 � �. � .� � m} :.(97I. � ,' ��g� � �af i ��; ,�' � 3 ' Y -v4 ` ^` ,: `� � �� � o �� „�; ' � ' ' t$y o :���� ,: - �� � � ,'" ��� - � - ;�, - � � .-, ,___._._ � �'' a9-�ti-z3-�2 __ _� �_�`�' : ._ � _.____os-���=z���.��,.��._:� For more information contact: Print Date: 9/20/2011 HennepinCountyGlSDivision Map Leg,end: 300 South 6th Street Map Scale: 1" = 236' Minneapolis,MN 55487 Buffer Size• 150 feet gis.info@co.hennepin.mn.us ' � �YNatef MajoP ROadS � Parlc Minor Roads I , Map Comments: Parcei �� � BufFer Region \� 2690 RAINEY RD Y'� � ���-�, / -' ORONO, MN Selected Parcels �_'. ifAA'►� i�°'°�'� HENNEiNN� �,; r � I ...._ _ , $���'�Q ��'�� � �f r °tr3 A N ����i�11�� `E� ` ��. � Date Application Received: 9/21/11 Date Application Considered as Complete:10/04/li 60-Day Review Period Expires: ,12/03/11 To: Chair Schoenzeit and Planning Commission Members Jessica Loftus, City Administrator From: Melanie Curtis, Planning&Zoning Coordinato Date: 11 October 2011 Subject: #11-3528,Timothy& Danielle Koehler,4205 North Shore Drive, Variances- Hardcover Public Hearing ----------------------------------------------------------------------------------- Zoning District: LR-16, One Family Lakeshore Residential, 1-acre, 140' Lot Area: 27,111 square feet (0.62 acre) . Lot Width: 54' Application Summary: The applicant is requesting 75'-250' zone and 250'-500' zone hardcover variances. Staff Recommendation: Planning Department Staff recommends denial of the variances. Pertinent Zoning Ordinance Sections List of Exhibits Exhibit A. Application Exhibit B. Practical Difficulties Documentation Form Exhibit C. Proposed Survey Exhibit D. Proposed Existing/Site Plan Exhibit E. Submitted Hardcover Calculations Exhibit F. Approved Building Permit Survey#P11531 Exhibit G. Resolution No. 5601 Exhibit H. Agreement dated 01/13/2009 Exhibit I. Rain Garden Plan Exhibit J. Property Owners List Exhibit K. Plat Map Background In 2007,variances were granted for lot area, lot width average lakeshore setback and hardcover in order to construct a new residence on the subject property. The house was built and a certificate of occupancy was issued in 2009. Since that time the applicants,the new owners, purchased and occupied the new home. At this time the applicants would like to make hardcover improvements to the property. They are proposing to remove an unapproved/illegal 73 square foot patio within the 0-75' zone.They would like to add 88 square feet of hardcover within the 75'to 250' zone for a patio; and add ^; Y FILE#11-3528 � ' 11 October 2011 Page 2 of 3 590 square feet to the 250'to 500' zone for additional driveway and retaining walls. The 2007 variance approval limited the property to 152* square feet(3.5%)within the 0 to 75' zone; and . 3,512 square feet(28.4%)within the 75'to 250' zone. Their variance also limited the property to 2,732 square feet(26.39%) within the 250'to 500' zone where normally 30% hardcover is permitted. Variances are required in order to exceed those levels. �The hardcover permitted within the 0-75'zone by Resolution No. 5601 was 35 square feet (0.8%J for lake access stairs. This number was modified by an Agreement(Exhibit EJ which was adopted after Resolution No. 5601. This Agreement allows the existing 117 square foot shed to remain on the property(now shown as a 123 square foot shed). A condition of the Agreement required mitigation for the 117 square feet of shed hardcover with a rain garden and installation of a landscaped area around the shed. Based on the submitted, revised survey it does not appear the rain garden was installed or the additional patio pavers were removed as required by the Agreement. ------------------------------------------------------------------------------------ LOT ANALYSIS WORSHEET Lot Area/Width: LR-1B lot Area Lot Width Required 43,560 s.f. (1.0 acre) 140' Actual 27,111 s.f. (0.62 acre) 54' Hardcover Calculations: Hardco�er�.�: Total Area Code �= Approved Existing � -.= Proposed Allowed �� :� Hardcover Zone�� ::` in Zone ,� - Hardcover :� Hardcover Hardcover ,�-� Reso15601 ,, n 0 75 :�`� 4,385 s.f. 0 s:f �. ,. 152 s.f. 240:s.f* '�x 167 s.f. ' � ; -r• - _(0%'� ;�� . (3.5%) (5:5%� (3.8%� 75 250 -- 3;Q93 s f _, =:, 3,512 s.f. 3,488 s f* '�:: 3,600 s.f. �, � u. 12,375 s.f. .(25%) . (28.4%) =.(28.2%) � (29.1%) M 250-'S00 , ; �3,T05 s f. °,: �' 2,732 s.f. •3;322;s f* :k' 3,322 s.f. 10,351 s.f. .(3,0%) � _ (26.39%) (32.1%) • ` (32.1%) . * After exclusion of fabric or plastic-lined landscape beds ------------------------------------------------------------------------------------ Hardcover Variance The hardcover on this property is difficult to reconcile. Some of the hardcover shown as "existing" was added after the building permit and has not been approved. Within the 75' to 250' zone, while the existing hardcover numbers reflect slightly less hardcover than was approved, the house appears to be generally consistent in size with the approved home yet there appears to be additional hardcover on the property. When comparing the building permit survey to the existing, as-built survey the numbers don't seem to match what is shown. It is apparent the 250' to 500' zone exceeds the approved levels and the hardcover shown on the survey appears to be as result of overages in driveway and parking areas. For the purpose of reviewing the applicants' request to install additional hardcover staff ' FILE#11-3528 11 October 2011 Page 3 of 3 suggests reviewing what is being requested against the Code and the 2007 approvals. The applicants are requesting a variance to add 88 square feet of hardcover to the 75' to 250' zone increasing that zone from the 3,512 square feet (28.4%) approved in 2007 to 3,600 square feet (29.1%); and requesting to add 217 additional square feet over the Code allowed 30% in the 250'to 500' zone which would exceed the approved level by 590 square feet. 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, rhe 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 Planning Commission shall consider recommending approval for variances from the litera/ provisions of the Zoning Code in instances where their strict enforcement would 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. A practical difficulty has not been identified which supports the granting of hardcover variances to allow hardcover above the 28.4% allowed within the 75' to 250' zone in 2007; or 26.39% limitation within the 250'to 500' zone imposed by the 2007 resolution. Additionally, it appears during construction, retaining walls were added which do not meet the required 5-foot setback from property lines. The applicants should be required to remove the wall encroachments. Issues for Consideration 1. Has the Planning Commission identified practical difficulties which support hardcover increases on the property above the levels approved with Resolution No. 5601? 2. Does the Planning Commission find that that the property owner proposes to use the property in a reasonable manner which is not permitted by an official control? 3. Does the Planning Commission find that the variances, if granted, will not alter the essential character of the neighborhood? 4. If applicable, does the Commission find it necessary to impose conditions in order to mitigate the impacts created by the granting of the requested variances? 5. Are there any other issues or concerns with this application? Staff Recommendation Planning Staff recommends denial of the requested variances to increase hardcover above the 2007 levels approved by Resolution No. 5601. As some of the "proposed" hardcover is actually "existing" hardcover, the hardcover in excess of 2007 approved levels should be removed. Additionally, retaining wall encroachments should be removed and the required rain garden should be installed. A new survey should be submitted for as-built verification of wall removals and as well as a final hardcover record forthe property. , ' . ' PC Exhibit A � �t�� O'� ��'��'1� �ar�ar��e Ap�lic��i�� � Street Address: � Application# ( � Z� � ��� 2750 Keliey Parkway. Date Received: Orono, MN 55356 ' ��� � Staff: ,��.� �,a• Main: 952-249-4600 Fee: $ 00 +� ""``'� �* fiax: 952-249-4616 Renewal: $350 ' �'.�,� y� G4�' Mailing Address: After-the-fact: $1,400 Double Fee Z.q�.E�og,� P.O. Box 66 Escrow Fee: $600/$2,500 Crystal Bay, MN 55323-0066 This appfication form must be completed in full. Appficant will be notified within 15 days as to the status of the application. incomplete appiications will not be placed on Planning Commission Agendas. PROPERTY INFORMATION: Site Address: �'ZOS I�o�ZT+I S{�b� �R-• � bZonlD � +M�I SS3G4 Property Identification Number(PIN): Date Praperty Acquired (month/year): 2 201D ❑ Yes, I own the ad}acent parcels. Zoning District: APPLICANT INFORM,4TION: (Compfete legal names and marita(status required for each interested party) Name: 'r(� oTµY P�1�� KdE H�t.�(L DP��EwE rt�� I��H��fL. Phone (home): 330 • y 2► • 324 q Phone(work): Q'SZ • �LR • 04�t� Compfete Address: �� N�/t..��l SN�oR-c "D�- � o2.c�No N�tn► �3'3�4- City, Stat &Z!P 02.v nlo ,, ►'NN SS3��{ Emaif: ��A oth �-[a� u o� . �.,n Fax: OWNER tNFORMAT10At: (Complete legal names and marital status required for each interested party) Name: 'rj Wt o Ti�fK( fi►nf G- Kn ertt�- DHr!1 El1E T�ii-ot- kv�� Phone (home): 330 •�ZI • �ZUq Phone (work): �-.a,�-r'j • oy o� Complete Address: Lf'tc�� ►�(�� Sf�alL� D� City, State&ZIP R-orJ o N Email: rtit a� � a - co Fax: DESCRIPTION OF REQUEST: Describe the request in detail (attach additional sheets if necessary): - 12- RECEIV(ED� � SEP 2,1 2011 �,1; CITY OF O � � � � • � ,. . REQUIRED SUBMITTALS: All of the following information must be submitted by the application deadline date in order for your application to be processed. �:T �f. yl�fie5l � R�i" i���'. t + . .i.+^t' S..C- ? {r "� ,� ...�t .i�:H y h fi ..ly� . }.. t � . ,b �-' � . gs'�P�: �a,y. � � _ N � r� ,:.: a�Y.., �{ �+' 3 .,,: � � 3. �r f"�� �r��. 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F.. ,.�.4ii r.u,y; �.1 5-..il��i..o � �'.:.^C.f�.h�.�..:..X.'"�!1'....�'w.;".:.� ❑ Practical Difficulties Documentation -:•�d a+�+of�S � "'�+¢.J5 . ),�. ap :e,� 'ti:-��r a C 3T3M�iiz fi 91 -"� 2 a.."iol + ♦ :�ec! YA�,�d'Y�-� :��'�« �,�� _�,��,.,��;��r�;;��Certifie:d Pr'o e ;Own�r�s�L��� �� �'�,�r„Yx ����.�� � b,��� ��,x�' , , <7 � r te s ..�,......,.�_�.4s�,. _»k... .�, _t.�..4... ..wS.l. �5.. �ii .. . . ._ . ..__. ._. _.. ... _ _ ...�._s..� :�. . s . ,..._ ❑ Surve meetin ALL re uirements shown on a es 5-6 �a:* knr �.--�p,{t Y aet;..�J .tk,' a, p. +�-.«-�... p�'-"` y��'dl(.�'rk�'y� � A�+.4 dri Ni.?&,�� F'f - . u s �.k vF � i {n !rE' �.��. �. �,i.�,::�i:�a�:w�7�i�.�.F:.:`So_,..�..i..fh'MLr�,�r•�t��Q.�p.d f-x�an.S�.,�a1�!:�_:^�#,�t�l'j,�:Y��7yK7�r•,S�!'�a;y�y��.5 ��.�.ni�tt.�G�3�ti 2a'. �^'n 'e�S-�. � 'x"�� �' �sii .2'sz.:J�,�L4 �1. ..ifi., .�i,r,.i,.'�-.S'l.T.'�.:II.-:.. . .. . . .. .,. ... . .. ..... .-.. . . ❑ Hardcover Calcutation s W�:rit iT �e�i. *t.K:..'t x� � :. . I wn . ..- ._;;,��f+y�F�,::.ai���PSR -.�j:��r ���.:. -»y�""L.`a�.�'�.vy�ti'�YA4�^; .s a�;� �..•�.� ,t4:R�����;�v.r:.�Se, ticS steir��ite__'E�alua�iortRe o �y,�s..���..,�.v. �;� x��.,.:, ,1.f.. ..�.�a�:.�1..� „:r.F..� ❑ Wetland Delineation -,� 3 �a 4 ,r,,�� �.< -.s _ ,rN T , �, ^1r. �❑�,�'��.�2 .�} �. x �!>4 � =-. .: ;. �f- .. .t�,ra- �s£ ,�� An .rg 41Ar y � .�- .. � .:,�� ..f;rR<,. ;.u, �,���w .Wetland BufferfEar.ali�ation::��. _.�.ze::�...,,<,E�-.�, �.-��� �„�:�}.._..��� N��_�,:y�M 7 .��; ❑ Buffer Im rovement Pfan r¢9�: 7 n -r� i�4:x>' �.e;f'S- Y.x o�;a*� t . . . . e 4. „ � .�,'�,yb.,y,,,y�-�:+�3. .�,,ae.p n�. a`�y ?5��: u t'hhy a.:fu � K- 'R`�u f-� ayt^._.�..-r.�k�.:,:-,. �v„�t<n.'�'"'i °'}�`.) ,�.4:;!�a k Y`,h�:di?t?r,wrY'+ �?:f:x F...� '�`SdK>,�,�t.`s;; ,..a�S'i..�� �9..�t �i ,.+.,r �,�4;,vt.�...r.�,. i�".q 6.�' }f� ,t«,...a.af��. �vi.G"'x $�.�:e a?�.; - � r;�: ii APPLICANT AND/OR OWNER: • Agree to provide all information required or requested by the Pfanning 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 appficant and owner recognize that they are solely responsible for submitting a complete application being aware that upon faifure to do so, the staff has no alternative but to reject it untif it is complete or to recommend the request for denial of the request regardless of its potential meri� • Acknowledge the Escrow Agreement is completed and signed. • The Owner hereby acknowledges and agrees to this app(ication and further authorizes reasonable entry onto the property by City StafF, consultants, agents, Commission and Council Members for purposes of investigation and verificafion 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 mee6ng, please make arrangements to have an authorized representafive attend in place of the applicanUowner and advise the City Planner assigned to your project. • Some or all of the informafion that you are asked to provide on this application is class�ed by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Co�dential data is information which generaffy cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually updafe our records and records of other govemmental agencies required by law. If you refuse to supply the information,the application may not be issued. Applicant's Signature: �_ Date: Z Zo ( Applicant's Signature: Date: �_ ��'Z r �2.o r� Owner's Signature:� ��/�,. '� te: .�r—��y-s � Owner's Signature: Date: - 13- �ECi��V�� • SEP 2. 1 2011 `.� CtTY OF OROI�lO . � T . 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 diffculties be demonstrated in order,for a variance to be granted. The difficulfies must be unique to the property as variances run with the land and not the land owner. Persona!and economic situations are not considered valid practica!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 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 di�culties 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." DwH e� 5 e f� n��H n✓ .�- 'r,t w� c'u rn[x t Ina�if c� a a. v � r� A ►�GvNOv�L. sM t�! pat v ha�clev �S►-e�d {� re,wo,.•� W:�. Pr r er a .teww�t�✓/,K�c�hj- 2. "The pli�ht of the landowner is due to circumstances unique to his property not created by th�landowner.° --W�Gt l � -�iei� of' dr'tve way � vt��,u�:�..�� D►Si f:oH r..,., cf l�ew��-/uc � Se wW C1sS �' acv�! lo�' -fQv�� . t�-ien.�,.Q�,rr(s a-�.�v,/. 3. "The variance if granted, will not alter the essentiat character of the locality." �� a��l,�, 4. "Economic considerations alone do not constitute practical difficulties if reasonable use for the property exists under���s of the Zoning Chapter.n 5. uPractical 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, Secti� 116J.0�, Su�b�when in harmony with this Chapter." _oG� Gi�t 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." _,t ,.. . . - 15- . ., . . . i_. . . _�� _ .j. . 7. "The Board or Council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling." . , N�/�- 8. "The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property." S'e� a�f�.�-�( 9. "The c��i�ns do not apply generally to other land or structures in the district in which said land is located.� 10. "The granting of fhe application is necessary for the preservation and enjoyment of a substantial property right of the�pplic���( �Cc 11. "The granting of the proposed variance will not in any way impair health, safety, comfort, morals, or in any other res ect be ont��ary to the intent of the Zoning Code.n ��� �-�,.:�►� • 12. "The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to allevi demon rab e di iculty." � Practical Difficulties Statement � Should you feel the practicaf difficulties cannot fulfy 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): � � �u- OV�u�.ti( � R�CEIVEII - 16- ' �- . SEP 21 2011 ,�z� ' A �ITY OF OR�ONO �' ° RECEIVE�; SEP 2 1 2011 Description of Request: ����F��� We are requesting some minor modifications to existing hardcover variances that have been granted on our property. We purchase the home from the builder in December of 2010 during a planned relocation of our family to Minnesota. 1. We would like to replace an existing patio and grill platform in the back of the house that was not laid correctly and was heaving and breaking(both the grill platform which was collapsing as well as the patio which had an improper base). We had the failed patio removed as it was a safety hazard for our children and it has subsequently been replaced temporarily with crushed stone pending approval by the city to replace the lay pavers. The replacement patio proposed is the same size. In this process we also discovered that the existing patio was not included in the builder's requested hardcover variance from the city and was not on the existing survey filed with the city. As a result the city required a new survey be conducted that reflects the patio. We requested that the survey company include the patio as"hardcover" even though it is now gravel to properly represent the overall hardcover percentage. There is a slight difference between this new survey and the prior survey with the new survey actually reflecting a slightly smaller overall percentage of hardcover, even when considering the small patio that the builder failed to include in the original variance application. The total hardcover percentage in the 75- 250' setback zone per the existing variance reflects a percentage of 28.4% The new survey, which includes the small patio reflects a hardcover percentage of 27.8%for the same area not including the crushed stone addition to the driveway turnaround being proposed in 2 below. It is important to note that one of the primary reasons the hardcover variance exists in the 75- 250' setback zone is due to the property being bisected by a sewer easement. Placing the house on the street side of this easement would have created a hardship because the house would be 20 feet closer to the lake and the house to the east would be 70 feet closer to the lake so lake views would be limited. 2. The original turnaround on the driveway is inadequately sized and Placed in a position where the turnaround is at a steep incline on the drive. As a result the turnaround is not deep enough when backing from the existing garages to enable a common turn and so narrow that drivers entering and exiting the property consistently drive off the driveway creating targe ruts, mud and standing water. In the winter, due to the incline where the turnaround was placed and the slick driveway caused by weather conditions, vehicles exiting the property cannot hold traction in the turnaround and slide down and off the driveway causing the vehicles to get stuck and putting drivers and passengers at risk for injury. In the winter we have had a number of vehicles slide off the driveway and get stuck due to these conditions. Due to the higher speeds traveled on North Shore Drive,the hidden curve to the west side of the drive,and the long tiered nature of the driveway, it is impractical and unsafe to back out of the driveway to enter North Shore Dr.,which would be the alternative to using the turnaround in the winter months. To mitigate these risk factors we are proposing adding an area of crushed stone on either side of the turnaround to provide additional turnaround space and the option of a lower entry point .�.t�� '� (not on the steep incline). Leveraging crushed stone would allow for the mitigation of these conditions yet still provide the best option for surface water absorption in trying to meet the purpose of the hardcover restrictions. A portion of the crushed stone on the south side of the turnaround would add to the hardcover calculation for the 75-250'setback zone by 150 sq.ft. 3. Another item we discovered during the survey process was that that within the 0-75'setback zone, in conjunction with an Agreement dated lanuary 13�', 2009 the builder failed to remove a small 73 sq.ft. patio behind the small boat house near the lakeshore. We are proposing the removal of this patio to meet the original agreement between the city and the builder. This patio adds little utility and is clearly a violation of the previous agreement. It would also lower the hardcover percentage in the 0-75'setback zone by 1.6% 4. We are proposing adding an additional turnaround space of crushed stone on the north side of the detached garage. This space would be used primarily by service vehicles entering and existing the property which rarely drive all the way down the drive particularly in the winter. It would also allow these vehicles to exit the drive going forward vs. backing out onto North Shore Dr.,which is unsafe as mentioned previously. This space with a crushed stone surFace if counted as hardcover would be in the 250—500'setback zone. Incfuding this addition would result in a finished hardcover%of 29.8%. Practical Difficulties Documentation Form: � 1. Owner is requesting minor adjustments(plus and minus)to the current hardcover variance on the property to replace a deteriorating patio, improve the safety and utility of the driveway that is currently causing hardship,and to remove a small patio that should have been removed based on a prior agreement between the city and the builder. Nothing is being proposed that would alter the existing use of the property as a single family residence. 2. The primary issues in impacting the property for which a variance is being requested is due to the multi-tiered nature of the way the drive was constructed,the poor placement of the turnaround,and inadequate space for a turnaround area to allow for safe entry of vehicles departing the driveway and entering North Shore drive. These difficulties became even more pronounced during the winter months after moving into the house. As it relates to replacing the patio, it was not installed properly and was heaving,and breaking which created a safety issue for our children and others entering and exiting the rear of the house. As the purchasing homeowner,we did not know that the builder did not include the patio on the original variance request until we requested a new survey of the property this year. 3. The variance will have no impact on the essential character of the locality—in fact it wifl substantially improve the appearance of the yard by eliminating the mud, ruts and standing water around the drive and provide for the repfacement of a useless, broken patio and grill station in the back yard. In addition we are proposing the reduction of certain hardcover in the 0-75'setback zone. 4. N/A . ��� , -�r 5. We would like to repiace an existing patio and grill platform in the back of the house that was not laid correctly and was heaving and breaking(both the grill platform which was collapsing and patio). We had the failed patio removed as it was a safety hazard for our children and it has subsequently been replaced temporarily with crushed stone pending approval by the city to replace the patio with pavers. In this process we also discovered that the existing patio was not included in the builder's requested hardcover variance from the city and was not on the existing survey filed with the city. As a result the city asked we have a new survey conducted that reflects the patio. We requested that the survey company include the patio as"hardcover" even though it is currently gravel to properly represent the overall hardcover percentage It is important to note that one of the primary reasons the hardcover variance exists in the 75- 250'setback zone is due to the property being bisected by a sewer easement. Placing the house on the street side of this easement would have created a hardship because the house would be 20 feet closer to the lake and the house to the east would be 70 feet closer to the lake so lake views would be limited. The original turn-around on the driveway is inadequately sized and placed in a position where the turnaround is at a steep incline on the drive. As a result the turnaround is not deep enough when backing from the existing garages to enable a common turn and so narrow that drivers entering and exiting the property consistently drive off the driveway creating large ruts, mud and standing water. In the winter,due to the incline where the turnaround was placed and the slick driveway caused by weather conditions, vehicles exiting the property cannot hold traction in the turn around and slide down and off the driveway causing the vehicles to get stuck and putting drivers and passengers at risk for injury. In the winter we have had a number of vehicles slide off the driveway and get stuck due to these conditions. Due to the higher speeds traveled on North Shore Drive,the hidden curve to the west side of the drive,and the long tiered nature of the driveway, it is impractical and unsafe to back all the way out of the driveway to enter North Shore Dr.,which would be the alternative to using the turnaround in the winter months. To mitigate these risk factors we are proposing adding an area of crushed stone on either side of the turnaround to provide additional turnaround space and the option of a lower entry point(off the steep incline}. Leveraging crushed stone would allow for the mitigation of these conditions yet still provide the best option for surface water absorption Another item we discovered during the survey process was that that within the 0-75'setback zone, in conjunction with an Agreement dated January 13`h, 2009 the builder failed to remove a small 73 sq.ft. patio behind the small boat house near the lakeshore. We are proposing the removal of this patio to meet the original agreement between the city and the builder. This patio adds little uti(ity and is clearly a violation of the previous agreement. It would also lower the hardcover percentage in the 0-75'setback zone by 1.6% We are proposing adding an additional turnaround space on the north side of the detached garage. This space would be used primarily by service vehicles entering and existing the . ��fa _�j�� �;j� property which rarely drive ail the way down the drive, particularly in the winter. This space would also allow these vehicles to exit the drive going forward vs. backing out onto North Shore Dr.,which is unsafe as mentioned previously. This space would be in the 250—500'setback zone. 6. N/A 7. N/A 8. The nature of the multi-tiered driveway caused by the terrain and sewer easement creates a number of difficulties related to turnaround and safe exit of the property. The fact that North Shore Drive is a busy road with cars trave(ing generally over the posted speed and a hidden curve ta the west side of the road necessitates exit of the property,for vehicles,going forward to improve safety. Thus minor improvement in the exiting driveway configuration is necessary and this can be done with minimal impact,as we are proposing,through the use of crushed stone vs.concrete,asphalt or pavers. 9. N/A 10. Our driveway is a mess just about year round. It's current configuration results in a number of safety and other practical implications to its usefulness to other and others. Replacing the broken patio and grill platform in the back yard is essential for both safety and utility. As the current homeowner we were not aware that the patio and grill platform we purchased with the house were not included in the existing variance. 11. The granting of these variances will in no way impair the heatlh,safety, comfort, morals,or in any other respect be contrary to the intent of the Zoning Code. In fact these variances will improve the safety of individuals entering and exiting the property whether the primary residence or others servicing the property. In addition we are proposing a reduction in the current hard cover in the 0-75'setback zone which is efficacious to the lake and consistent with the original motives of the city's hardcover restrictions. 12. 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B �� x _ S.F. �Z� S.F. � . C. Drlveway x =. S.F. X ' SF D. Sidewal� x = _ 9 S.F. . x = S.F. E. Patio/�x x = '7� S.F. X • _ . S.F. F. Landsppe x � = S.F. Underlain x = S.F. � By Plas4c ' x = S.F. . . � G, Retaining x " = S.F. Wai�s . ' N.��lh�t" x = _ �.S S.F. . TOTAL�HARDCOVER IN ZONE - ��O S.F. A T�TAL�PROPERT`f AREA IA[ZONE � - � � •S.F g � �. 2� { a . xloo = � a,� L'gOPC2SED HAR��OVEF2 IN ZONE � . � � A. House _ � x = S.F. . ltnglh . . Wttlth X - SF �� X - S.F. �� � X � _ _ /r_ S.F. C �riveway . ' x � - x - ' S.F. - SF D. Sidewe;K x = 9 S.F. ' x ' S.F E. Palic�c x _ . x - __,._.�•-S.F. - - ' S.F. • F. Landscapc x = S F Underlain x _ By Plas;ic x - S.F. — . = S.F. G. Retaining x , . UVa(ts - S.F. .. � �� x ' _ -�_ '�'�S.F. • • TOTAL HARDC�vER IN ZONE • - _/�i� S.F. A TOTAL PROPER7Y ARE�v fN 20NE S.F e A �tt,� - 6 .� x i 00 = — � ' % �� ^ � - � Z ¢Zos /�lo,q rf1 s���� D�i�E RECE�VED � HARDC��VER CALC LATION WORKSHEET OCT ^�`2011 • s�aACrc 2oNE: (CIRCLE ONE)• i�-75' ��� 75-250' 250-500' S0�'[o00' EXISTING HARQCOV�R lN ZONE �- � CI't'Y OF ORONO R. House � z - /.��G rt� '•.UnAth W,dth ��'_"'�`��•, . - X - S.F. X ' S.F. B �� � x = �'B s.F. � . C. Driveway x = �L S.F. • X -. S F D. S'idewalk x = S.F, � x = /�I'G S.F.F�ron�poreJr E. Pa!idDect� x • _ ' :. S.F.• . X .' . _ �'20 S.F.�c��S�►�� ' F. Landscape Ci�s�p�L.�o�� �x � _ � F, oy�rha�''v� �'/ �F. Undetlain X - S F By Plastic ' x = S.F. . G. Retaining x �` _ /''� S.F. Wal�s . . — ' ` '7� c„�,f�';Sfr3�5'9�ov7c�°S E{.:�r,-� _ X = � s.F.co,��. pad T07ALHARDCO`�lER1NZONE . --_:....,�-5;�7,��hlydl�° � 7'OTAL•PROPERTY AREA.lN ZONE _ _ S.F. �� � ���G�_°' + B /� X _ , 'S.F B • - • - 100 '9 � a6, P�I OP[3SED HAR7COVERIN ZONE ' . . . A. House _ x = �_�_S.F. . lenylh V��dlh X = SF . . X - S.F. - H. Garag° x ` _ .�BFj S.F. C Driveway • x ' • _ - G�/ S.F. . X - SF . D. Sidewa;K x = -- S S.F. � ' x = /B S.F i''ro�� ��rcGl E. PaliWOe�k x = //2 S.F.l�-��'�c�,/ _ x - _ �S.F,/.��,�',�.It,sfcQiYS , F. landscapc L.'rtr�c�rr•� ,�o�,� x _ - ,S�Ou�?ih�h� Undetiain ' X _ .Sf S F . Sy Plas;ic x S.F. — ' S.F. G, Retain:ng X _ VWatls - I'7ro S.F. ` H Otner — 6 .S,F Co�',�'J x = � S.F./19�nT�o1C� . TOTAL HARDC:OVER IN ZONE . • Z�S�� ���-'f���0�'S TOTAL PftOPER7Y AREA IN 20NE - �S.F. A . A ---��t�'1�— - 8 _ /2; 3�� x i0� = 2 S.F 8 0 . . Ei . „�� , ,.. p._c� ' f: ¢Zvs /�oR rH .Sy�o�� D.���� • � RECEIVED �.3 � HARDC��,VER CALCUt�4TI0N WO HEET OCT ���2011 • SETBACK 20NE: (CIRCLE ONE) 0-75 ,� 75-250' 250�500' $p�7D0p' EXISTING HARDCOVER fN ZONE CITY OF OFIONO A_ House K - L • L�nB� ' Wdlh �t., x . _ . . S.F. x = S.F. e, �`� x = ' 7,5'D s_F. � . . r. Driveway X . _ _ '7 7,.� S.F. A,� � . . . X = � l2U 5' S F G'a,�C, � D. Sidewallc x. . ' ' _ - S.F. . � �X - S�.F. E. PatiolDeck • X : . • ' _ .. S.F. . ' , x : = S.F. F. landscape�9 ,� x ' _ _S:?� S.F. Underlain x = S.F. . By Plastic � � x ' = S.F. . ' G. Retaining x �` _ „��S:F. Walts � �ea/��,�.�- , .Ei..�r x =. � z4� S.F. . rOTAL�HARDCOVER IN ZONE _ �_�F A 70TAL P.ROPERTX�q;tEA'�ft�I ZONE - �- ,r�'�35'�...� ,S:F 6 h - ,' _-_ � B . �b ^3 � x 100 = ' � ,:;�'.;�.�.'/-� n/, . • �,OPUSED HAR7COVER IN ZONE ..,. � ' . . A. House x = S.F. � ��^D� .. w�dtn . x _ S� . , . X - S.F. . H. Gara9° x ` : _ �l'I�S.F. C Driveway x ' _ - s.�.,���� x = _ /Zc7 5 S FC.��C. D. SidewalK � x ' _ . � S.F. ' x - S.F E. Pa6olDeck X _ . ' • S.F. ' X - - S.F. F. �andscapr_ o x = ��¢� S F llr�decfain x � - • 8y Plas:ic x - S.F. — - S.F. G. Retaining x . _ 1IV211s - - •�� S.F. . H oEkl.�,y,b x . = 2� s.F. . TOTAL HAROGOVER IN ZONE • - .33Z2_ `S.F. 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T� 1 . , ' ' , PC Exhibit G , . . l Doc No 4464906 01/28/2008 12:00 PM Certified filed and or recorded on above date: Office of the Registrar of Titles Hennepin County, Minnesota Michael H. Cunniff, Registrar of Titles � TranslD 370522 Deputy 55 New cert Cert Fees 1215777 $1.50 AF $10.50 STATEFEE � � $34.00 TDOCFEE $0.00 TSUR $46.00 Total / L �f /'� �;�J • . � � f. • , / � /�/_ / / r+ 4' A RESOLUTION GRANTING VARIANCES TO MUNICIPAL ZONING CODE SECTIONS 78-1288, 78-1282 AND 78-330 FILE NO. 06-3246 � . � o.�. � 0 0 � CITY of ORONO � ,� ,. � ti � ti RESOLUTION OF THE CITY COUNCIL ��`4kESI304�G NO. ��� � � � � . A RESOLUTION GRANTING VARIANCES . TO MUNICIPAL ZONING CODE SECTIONS 78-1288,78-1282 AND 78-330 FILE NO. 06-3246 WHEREAS, the Estate of Mary Peterson, (hereinafter "Owner") is the owner of the property located at 4205 North Shore Drive within the City of Orono (hereinafter "City") and legally described as: That part of Lot 2 "Orchard Beach", lying Southeasterly of the following described line and its Northeasterly extension: Commencing at the Northeast corner of Lot 3, "Orchard Beach"; thence on an assumed bearing of North along the Northerly extension of the East line of said Lot 3 a distance of 78.92 feet; thence on a bearing of West a distance of 89.50 feet to the point of beginning of the line being described; theiice South 31 degrees 56 minutes 53 seconds West to the Southwesterly line of said Lot 2 and there ending. Subject to the easement for County State Aid Highway No. 19 as shown in Hennepin County Highway Plat no. 50 recorded as Cr doc. 4746024. Subject to a perpetual easement for underground utility purposes in favor of the City of Orono as contained in CR � Doc. No. 3925296.Hennepin County, Minnesota (hereinafter"the Property"); and WHEREAS, Highmark Builders has made application on behalf of the Owner to the City for a variance to Municipal Zoning Code Section 78-1288 to allow 28.4 percent hardcover in the 75 to 250 foot zone when 25 percent is allowed. and WHEREAS, Highmark Builders has made application on behalf of the Owner to the City for a Variance to Municipal Zoning Code Section 78-1282 to allow encroachments into the average lakeshore setback by the house and an encroachment into the average lakeshore setback by deck stairs; and WHEREAS, Highmark Builders has made application on behalf of the Owner to the City for a Variance to Municipal Zoning Code Section 78-330 to allow consiruction of a replacement residence on a lot with an area of 0.62 acre when 1.0 acre is required and a width of 60 feet when 140 feet is required; and WHEREAS, after due published notice and mailed notice in accordance with Minnesota Statutes and the City of Orono Zoning and Planning Codes, the Orono Planning Commission held a public hearing on March 19, 2007, at which times all persons desiring to be heard concerning this application were given the opportunity to speak thereon. Page 1 of 5 ;: ' � . , � O� O O ' C ITY of OR4N0 � ;.�. ti . . ti �� �G RESOLUTION OF TH� C�iTx (�OUNCIL U U �kE58�4 NO. . NOW, TIiEREFORE, SE IT RESOLVED by the City Council of Orono, Minnesota: FINDINGS 1. This application was reviewed as Zoning File#06-3246 � 2. The property is located in fhe LR-1B zoning district, where 1 acre is the . ininimuin lot area and 140 feet is tlle minimuin lot wid�li. The property is approximately 0.62 acre in area and 60 feet in width. 3. The Planniilg Commission reviewed this application on March 19, 2007 and on a vote of 5 - 2 recommended approval of the variances, based on the following fmdings: a. The lot is a legal lot of record created prior to adoption of the current Zoizing Ordinance minimum area and width lot requirements. b. The lot is provided with City sewer. . c. The Owner is not able to acquire additional property to meet minimum lot width and area requirements. d. A house has existed on the lot since 1951. e. T�he property is bisected Uy a sewer easement. Placing the house on the street side of this easement would create a hardship because the house to the west would be 20 feet closer to the lake and the house to the east would be 70 feet closer to the lake so lake views would be limited. The hardcover proposed in excess of that allowed is the amount required to extend the driveway into the 75 to 250 foot zone. f. The property to the west is also bisected by the sewer easement. Because the easement crosses that property at an angle toward the lake the house on � that property is located on the street side of easement. This creates a limited area between the sewer easement and the avera�e lakeshore setback. Because of the desi�l of the proposed house and the an�le of the average lakeshore setback the proposed encroachment into the average lalceshore setbacic will have minimal impact on lake views from this Page 2 of 5 . � o� � 0 0 �- C ITY of ORONU � �� //y�. A `• ti RESOLUTION OF THE CITY COUNCIL G L`�kEsKO�'� No. 5 6 Q 1' . adjacent house. (Lake views from this property will actually improve as the existing house is forward of the average lakeshore setback.) . 4. The City Council has considered this application including the findings and recommendation of the Planning Comtriission, reports by City staff, comments by the applicants and the public, and the effect of the proposed variance on the health, safety and welfare of the community. � 5. The City Couilcil finds that the conditions existing on this property are peculiar to it and do not apply generally to other property in this zoning district; that �anting the variances would nof adversely affect traffic conditions, liaht, air . nor pose a fire hazard or other danger to neighboring property; would not merely serve as a convenience to the owner, but is necessary to alleviate a demonstrable haxdship or difficulty; is necessary to preserve a substantial property right of the applicants; and would be in keeping with the spirit and intent of the Zoning Code and Comprehensive Plan of the City. . CONCLUSIONS, ORDER AND CONDITIONS Based upon the above findings, the Orono City Council hereby graalts variances to Orono Municipal Zoning Code Sections 78-1288, 78-1282, and 78-330 subject to the following conditions: 1. Council approval is based on tize •site and house plans submitted by the Applicant and annotated by City staff, attached to this Resolution as Exhibits A. and B. Any amendments to these plans may require further Planning Commission and City Council review. 2. Hardcover in the 0-75' zone shall be limited to 35 s.f. or 0.8 %. Hardcover in the 75-250' zone shall be limited to 3,512 s.f. or 28.4%. Hardcover in the 250- 500' zone shall be limited to 2,732 s.f. or 26.39 % per the proposed site plan and hardcover allowance summary as depicted on Exhibit C. The Owner is advised that any future requests to increase hardcover or change the nature of existing/approved hardcover shall require City approval, and increases in hardcover will not likely be approved without concurrent reduction in existing hardcover. Page 3 of 5 � � o � � 0 0 '� CITY of ORONO � . .�. � ti ��� �p�' RESOLUTION OF THE CITY COUNCIL . �kESKo4 � n,o. 5 6 0 1 . 3. Owner shall not place any plastic or fabric liner material under any landscaping on the property to ensure their permeability as non-hardcover surfaces. 4. Authorities granted by this resolution run with the Property not with the ' Owner, but are permissive only and must be exercised by obtaining a building permit for the new construction before Apri19, 2008 or the variance will expire � on that date. . � 5. Violation of or non-compliance witli any of the terms and conditions of this . resolution shall constitute a violation of the zoning code, shall automatically terminate any authority granted herein, and shall be punishable as a misdemeanor. 6. The undersigned Owner has read, understood and hereby agrees to the terms of this resolution and on behalf of its successors and assigns, hereby agrees to the recording of this resolution in the chain of title of fihe property. � Adopted by the Orono City Council on this 9th day of April, 2007. , y �f ���..�. j.�l�;Y}p:!, ir�,;.,;�t. �1�,T�E�'1;"ry�$�5 , '�� �,� �� .� �;, � f'''j �,�r.1� '�' r. rr.,.�:.. .1: ���Y,��r`✓a i tc �f,'�i9,:�ti�'' :•�'+t� . �i�� - � ti �� "!.. .n ..^}. ��;.ii Y:F�'���'y:�y;i.A.yJiir,qit�,'�� ,:.��: �6f>,l�:��i�, •,:�:s��,�� 4�iFyf�� e-,�'v :;": y. . t' .i�:: 4 � i� .l;�h~� {I . j!r'� i' �t�.T., aF.�. .i�'�S:�r,i�:�J��1' �S. s;i,Ps.•4!y�:�:t�' :'k:�;fia %•�^'' JkYi:�. ' �.'r� x_ • 1�: c� ��,.:��r,-�•"r,y�.i.� ;�ri �r i„ r�' �� �i �'Sti ✓ ' � �����p � �� l,� 3 C; •>> ',t��' � . % ., �R�, �!. vs'/v�/ + G�"�� :���' i=��'' E�;i'ri�a :f������t ':�Clerk �. ;;,�= t� ;�.. ., �F�.. , ¢.� Y` J es M. White,Mayor :y:i• .�f.s•'�a'�'�•�y�,;Il�b.:/5:�.. .�J i�',' . `�c�,�,., y.,l",`•�ti'r s:.` ! i•.° ''z°�� �!,,;Ci ;:�r,t'� ,.h7��� , .`3�Sil.i��r.�.r,w r..\: .� '� a�-, ,Q� �.�� . . �� ;�;�'::fi '�..}r.; . c ;.x s^i.rz �:..=<�; � �f :�i�:'''Y "i,rS..�+��:i'1�`��:T�^1�'.j.i.. :;. :�.4 sFd :=,,Q:. �r_.��a.�. ,y��},�r"'•• ,.;. � �:Y,[; :<������.l�.'�:����i,i 1: �Y _ `��'� :��:�, ��S �j�1+�: ��°�? �: • . �, <, a , y:;; ,�:�f.�...� f, / : "s ':����ie"'ls{'�:t�r of Ma Peterson :;�,�...:� rY The Estate of ry Peterson $y Emily Peterson, authorized agent By Kimberly Peterson, authorized agent Pa�e 4 of 5 � � o� � 0 0 . '� CITY of ORONU 3 � � Y �' � � RESOLUTION OF THE CITY COUNCIL ti �L`gkEs�I�4�G No. 5 6 n 1 . STATE OF MINNESOTA COUNTY OF HENNEPIN � The foregoing instru.ment was acknowled;ed before me on tlii��day of���� 2007 by James M. White, Mayor of the City of Orono, a Minnesota municipal coiporation and said instrument was executed on behalf of the City. ....__:�u� �, �, F�t;;CHEL DODGE �---�—�—' �. �'i� i>�:..��:.'<�:°� nOT�,RYPUBUC-MINNESOTA NotaryPublic T,•�.�;:;5� �f�.:., :,;,.y.,:�, hhy Commission Expires Jan.31,2010 ��c�:�'��r.�:c.-e' STATE�OF�MINNESOTA � COUNTY OF HENNEPIN � �he foregoing instrument was acknowledged before me on this O��day of /�.c,� , 2007 by Linda S. Vee, City Clerk of the City of Orono, a Minnesota municipal c ' oration and said instrument was executed on behalf of the City. �;�^1-�.� a•' �'. PACHEL DODGE . �`}����:•' �OTARY PUBUC-MIPdNESOTA �' . Cl� . /,�(J�j� � ..��.�„�,, iL/ �1 .�,,,„�,;}3 hiy Commission Expires Jan.31,2010 s3����-, Notary Public STATE OF I�ZINNESOTA COUNTY OF HENNEPIN ' This instrument was acknowledged before me this � day of , 2007 by Emily Peterson, authorized agent for the Estate of Mary Peterson. ,� ��� e;�RC'ARA G.SILUS T',;,��.�.�, .:..?;�F'U9�iC-hAINN=�G';H �� . ' `�_ '.:1�,;,""'�;;sio�Eapires J�n.31,2G�tl Notary Public STATE OF MINNESOTA � � COUNTY OF HENNEPIN ' This instrument was acknowledged before me this � day of , 2007 by Kimberly P.eterson, authorized a�ent for the Estate of Mary Peters , � BARBARA G.SILIJ� Notary Public ��"�Y.='�" �IOTNtY 6lI�l.IC•NIH�!��a��': � r": a�,° ^�wr�•� tdty C�nsk�sion F�kes Jur+.34,Z"� Paae 5 of 5 � ZONING FILE NO.06-3246 EXHIBIT A RESOLUTION NO. J(�0 , � . �\ . . � �\ • \ Y� \ "� 6 ` ' � \n� ,,vrs+ ' . . 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I�� E y�; ira�.�j,,� }°. . ��°�P��� �K �if��"@�A�'���hW�'��� ��t�Z�� i'CS����Tn���a� T��.xj , e;;�'-� �a���r � n � Y 4 �. kyo�� I��� '' � � � c �! ��-� ;�! �, 9 S � p � � a i ri51 � � i P�� iS �` a '� ,� a ^ �IQ � � � sF� � �� � � �lF��,�t �I 4` �1 �fa w �� ai�3 ,� R � {� j sr,�„-� ��D�����,���'�� �d�,�'eh'3°"����j�i i������kt+��r�������� �nrr����M��g i�'ifI'�jT��� b.- , �e E ��c���� 'n �B���a���;Gtq i a�+�a�r P 1 i (� �' �t�� �'� ��;+''� 3 t�4 � � �t� �" L�� , R F �. �,�'��.'�������,��� �pr� r �a����?�����+5�'��g���;����� ����,��,�����,� y ���P��.�, �A� ,97t��'YS� d ''" �.�.�, a��n��� G�J,`��� �EE� °«'�;��r,isli�l� ��F:s1,�� E y����iR,,� w����� � `�E F���� �i����'�;��rY I�t�,�i�'i [:��•������ � ���.��CS���.ii�`,l�"��� �������E�i��c,euC��"�'�'�a'1�6i��@I���I E�._.�"`;;�L`,; t�.-�,.� r .�` �d '`CQi� �.:t�����'��. _ � ZONING FILE N0. 06-3246 EXHIBIT C-1 RESOLUTION N0. �(vd( HARDC�lER CALCULA'TION WORK5NEE7 SETBACK ZONE; (CIRCLE ONE) CT, 7s-zsa' 250500' � SDO•1000� EXISTING HARDCOVER iN ZONE , A. House x — - S.F. ' Lenglh W��h X = S.F. X = S.F. ' • SNBD B. �gc x — //7 S.F. C. Driveway x ' — ' S.F. . X = SF � D. SidewalK X — S.F. X = S.F. E, PatidDeck x = ' S.F. '. X = S.F. ' . F. Landscape x = S.F. `: . untlenain x � = S p By PlasElc x = S.F, G. Retaining x = � S.F. ' � Walls , ?�EPS . H.�r x = 3 5 S.F. TOTAL HAROCOVER IN ZONE - /SZ S,F. A TOTAL PROPERTY AREA IN ZONE ¢,3 8 S S.F. B A /5Z = g �¢, 3 BS x 700 = _ 3.5 ^/q � PF30PQSED HARDCOVER IN ZONE A. House x = S.F. • Lengln w�nin . x = SF X = S F. B. Garage x = S,F, C D�iveway x = S.F. X = SF , 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, Wa►Is H Other x = � 3 5 S.F . TOTAL HARDCOVER IN ZONG - 35 S.F. A TOTAL PROPERN AREA IN ZaNE - 4,585 S,F, B A 35 = g �¢, 385 x'toD = o.g % ' . ,n ZONING FILE NO.06-3246 EXHIBIT G��. RESOLUTION No.5c�o I 'fZoS /�� Sr-��r` D��v� . HARDCOVER CALCULATION WORKSHEET SETBACK ZONE; (CIRCLE ONE) 0-75' ' 75-2gp• • 250-500' SOD-1 D00' EXISTING HARDCOVER iN ZONE A. House X � • Lenglh W�dlh — �i ��� S.F. x � . X S.F. - —�S.F. B. Gara9e x • - S.F.' C. Driveway x _ , X , - z+�� ��S.F. ' - -----�S F . D. Sidewalk x - �83 x - --�_.S.F. - �_S.F. E. Patio�Deck x � � _ . x _ Z�_S.F. - _ `F 8`f S.F. F. Landscape x � � � Underlain X - --�_S.F. ' By Plastic X - �_S.F. • ' � - �_S.F. G. Retaining X Walls - �_S.F. H.Other X , - �_S.F. TOTAL HARDCOVER IN ZONE . _ t� �,�-� i u i i��rRurCK i Y AKEA�ItJ ZuNE S.F .A A ��I-[l = B IZ�37S ' I Z, 3� _g.F B ---__ x i oo = 3�".1 �� PROPOSED HAR�COVER IN ZONE , A. House ' x � �. T�� S.F. LengN � Vftll� —� X X _�SF - —�_S.F B. Garage x = S$$ —��S.F. C Driveway x x - -- �—3 I S.F. - —�_S F D. S�dewalK x - ' 93 � x - �-S.F. P°��u �$�—5•F .F� E. Pa4ietDeck x �lr P kN �AD X = 1_9_�S.F. K�c�o,ka _ !8$ S.F DE�K�SrEPS F. landscape x �_ 5� ��(c, Pp�p Underlain X - ��S F By Piastic X - .�_S.F. • - ---�S.F. G. Retaining X Walis - _ ��S.F. c�.urr���r_ � H Other� #ovEiclki.,+c(sEr��c.� x _ �I I . . �_S.F TOTAL HARDCOVEP,IN ZONE TOTAL PROPERTY AREA IN ZONE - 3Z 512— S.F, q A 3 SI�Z..... _ 6 12_ ��� x i oo =� �3��F. e /o 4 . '� � ZONING FILE NO. 06-3246 EXHIBIT C-? RESOLUTION NO. ,�j(oC�4 ' �ZOS /F/o� Sflo(C£ �,LU� ° HARDCOVER CALCUUITION WORKStiEET SETBACK20NE (CIRCLEONE) 0-75 7b.250' 250•500' 500•1DD0' EXISTING HARDCOVER IN ZONE A. House , X � t°°A�h W,yin — - �..��6.F. x X - S.F. . - -------S.F. e. atage X . f.tb ---_ = 7'� S.F. C. Driveway x ' _ (��7� x `--- _ -�_S.F. .�_SF ° D. SideWalk X X . '__--- - S.F. - S.F. , E. PaUdDeck X . X - —�__S.F. _'�-- ° S.F. E, l$ndsppe X • 'UndaAain x ----- ` S,F. By Plasdc � X ' �_S.F. —�— - --�,_S.F. G. Retafning X Walis - �1�S.F. H.Other x - -��S.F. TOTALHARDCOVERINZONE . Z Su . T�TAL PROPER7Y AR'eA IN ZONE � �0 3 5 S.F. A A 2.SZS * B /0,35� S.F. B - x 100 = L. , ,� PROPOSED HARDCOVER IN ZONE A House �_ x Lengtn ����� = ��S.F. X x --�,�S F B_ Gafa9e -----S.F X = 13b C. DriveWray ----.--__S.F. -- X --- = I�_S.F. D. Sidewalk -�S F • x X �--- - ��.S.F, � E. PatiolDecY, ------S.F . x X - —��S.F. ----- ° • �_,_�S.F. F. Landscape ____�_ x Underlain X ---� - S F By Plastic _�_ X —� ° �_S.F. _'---- ° —�—_S.F. G. Retaining x Walls - �_S.F. H.Other _�_ x - 2� 7j Z S.F TOTAL HARDCOVER IN ZONE � - �.� TO7AL PROPER7Y ARF IN 20NE � ��Q_�S.F, q . A Z 5 + B /O.�?Sf x�0o = . ,.S.F B -.• % �. • ., • ' ' PC Exhibit H .. � . � 5�.�, Doc No T4688800 ,�; ��;,,�a�����`{,V.,�="� Certified, filed and/or recorded on ��`�-;,� � 9/21/09 4:30 PM Office of the Registrar of Titles Hennepin County, Minnesota Michael H. Cunniff, Registrar of Titles Jill L. Alverson, County Auditor and Treasurer Deputy 14 Pkg ID 570848 Doc Name: Variance Document Recording Fee $46.00 Document Total $46.00 � Exis�ing Cer�s N�w Certs 1215777 This cover sheet is now a permanent part of the recorded document. ����. V � . � , i • . �� �57��, (Reserved for Recordin� A��''��+l�lerT� THIS AGREEMENT ("Agreement"),made and entered into this 13th day of January, 2009, by Highmark Builders,Inc. ("Developer") and LMG Partners,LLC ("Property Owner") (hereinafter Developer and Properiy Owner collectively refened to a.s "Applicants") and the City of Orono, a Minnesota municipal corporation(hereinafter referred to as the"Cit�'). WITNESSETH: W�iEREAS,Applicants have made application to the City for a variance to Municipal Zoning Code Section 78-1288, 78-1282, and 78-330 for property located at 4205 North Shore Drive,within the City of Orono, Hennepin Couniy, State of Minnesota, such property legally described as: See "Exhibit A" attached for legal description; (hereinafter referred to as "Subject Property"); and WHEREAS, the Property Owner has received a variance for the Subject Property pursuant t� v�ono City Ca•ai�cil Itesolutior�:,50i and r�car�e3 a�Her�ne�iii County d�c,nnent number 4464906; WHEREAS, as a condition of the variance, the Property Owner was limited to 35 square feet of hardcover within the 0-75 foot zone. As a result of this requirement the Property Owner was required to remove a 117 square foot shed that is currently located within the 0-75 foot zone; WHEREAS, Property Owner desires to keep the shed located within the 0-75 foot zone on the Subject Property; WHEREAS, the City has agreed to allow the Property Owner to keep the shed occupying 117 square feet of hardcover located within the 0-75 foot zone based on the following: 140991 • � , NOW, THEREFORE,IN CONSIDERATION OF THE MUTUAL PROMISES, COVENANTS AND UNDERTAHINGS CONTAINED HEREIN, THE PARTIES AGREE AS FOLLOWS: 1. PROPERTY OWNER: ■ The Property Owner shall submit plans to the City Engineer identifying the location and specifications for a permanent rain garden to be installed on the Subject Property as mitigation for the 117 square feet of excess hardcover. Upon receiving approval from the City Engineer, the Property Owner shall construct and install the rain garden on the Subj ect Property per the approved plans dated Apri19, 2009. ■ The Property Owner shall provide and implement and construct landscaping for the area around the shed�,ursuaut to the landscape plan subriitted and approved by the i ity dated April 9, 2009. ■ The Property Owner may renovate the shed provided any and all maintenance is architecturally consistent with the primary residence. Property Owner agrees that renovation may not increase the overall size or dimensions of the shed. ■ Property Owner shall remove all pavers or other non-pervious materials within the vicuuty of the shed excepting the 35 square feet steps,previously authorized by the City. 2. THE CITY: The shed located within the 0-75 foot zone on the property shall remain on the Subject Property provided the conditions set forth in paragraph 1 hereof are satisfied. ■ The City shall issue such building permits for renovation and maintenance of the shed for Property Owner to implement architecturally consistence with the primary residence required in paragraph 1, above. ■ The City shall issue a final certificate of occupancy for the residence located on the Subjec�rroperty ugo?,.campletir_o�rie items set fortL.ui para�raph l above, �Ji-ona i ih� Council Resolution 5601, as modified by this Agreement and applicable regulations set forth by all applicable government agencies. The City agrees to release or refund to Property Owner all forms of security posted by the Property Owner with the City in connection with Subject Property,upon the issuance of the final certificate of occupancy. ■ The City agrees that this Agreement modifies and amends any terms and conditions in Orono City Council Resolution 5601 and recorded as Hennepin County document number 4464906,to the extent inconsistent with the terms and conditions of this Agreement. The City further agrees to undertake, implement and authorize, at the City's initiative, any official approvals that may be required to implement or carry out the terms, covenants,undertakings and agreements of the City contained of this Agreement. 140991 3. RELEASE. In consideration of the settlement in accordance with this Agreement,the parties have agreed to mutually release any and all claims which they may have against each other. � CITY OF ORONO .:.;_ :�. ;�,.;�� .,,.,:;.. ...;:�•: .. •�:. s�,�.. ,w :�2;�r�w'^��;;�,:.�• -�?'ra:i.7r.. '..�,.`�✓':i^. ,uc. 1,;j�q�F�r•'°'jt(.-�,,.;. ��K:�`.q:�ivc<sv°� d-i�'!� '7" � �l�l�.�'� "o-y��;,+,v t�f';s�•�'ir�"'64:•'�e', . " _. �"/�/ .�.�. „,`�tn., .� .; �.�:.. By: -:�r=��•+ar,��.,W;���,� � 5 „ .. ...,: :, ,;: • S P. ;:'��_�.:,� ��iT 11�'ii�. 4 1��t�,, .^`�r -�,�.� ��,;,� ��{r�,�,r�a, Q��� J es M. White, Its Mayor ��� q � 7 !.�L ' ' +� �S�.Y� ����iiS.Z�i mk�°[,2 ? '. . .q y�(1� .#P�� j � �th9in,�7s�� �'.1.-f .n- . �J• -----=�'���5��.� � V/`�`i [ll`1�Y y�3��.d�V Y r��yl.'���i��vC rrC�M 4�C�.( �y Y. r�tw5f}�K''� ,�s,m�"'``.�r;"��r`i.�'-a+�� µ .�"�"'Wr� ' .���4:i�:.3�yrJ`�.jYr�r�J.'!�`a��;,�:;,x,,,s��:9 ..;��. �Si �;t��a;;�;•.;a;�.� t.r:.��;;'� �lc�.p:��� �r;;x;�;'�` -:� Linda S.Vee Its Cit Clerk ..,.i�,r�'•�..r����;.�.,�-�'��r'�,�r��,�:,� � Y .H.e rF�'"'"�-�c��`v:o�a._..�:.ksr�-.... tmNMUG:• . ,� � �.'s�::>M�.�'�_ �(�,•,��-r•'-`° � � � xti�l.:. 'd,�ti.�y't" f��``� '� . �:q:h>� �:�.�?�c,,�^~J��: . ���;��,� ���Y �iYf.' -y��',��'"� ��r ^Y����`#,�;�k' ACKNOWLEDGEMENT ytit::`� �ha;r; r'1:..�{'i . u:7;3:'"S�4 ST�TE OF MINNESOTA ) . ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ���day of /1•L�`Pf(, 2008, by James G. White and Linda Vee, respectively the Mayor and City Clerk of the City of Orono, on behalf of the municipal corporation. . MONICA A.FADNESS � : NOTARYPUBLIC-MINNESOTA Notary Public +.,r� My Commission Expires Jan.31,2012 • rs��Ll�_�il.'1��: F�IG�(10'iA�tl{B�L]�T��2S,II�1C. By: �'� Jim, oras I I eS...J�N—� LMG PARTNERS,LLC By: � . Ji Moras Its Treasurer 140991 � � n � , , ' � � � � . ACKNOWLEDGEMENT (APPLICANTS) STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this �`�`day of � � 200�by '�;✓v�_ ]�.C°j;rGC,.S , the j����;Cl•e,�;.� of Highmark uilders,Inc., on behalf of the corpo��ar� . � SUZANNE M. MAYER — ��'"=` � NOTARY PUBLIC NO Public �� MINNESOTA ' • ��'ah'Comntb�lon Ezpinc J�31�201� STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing inshvment was acknowledged before me this �1�ay of _��[.es�t' , 200$',�by___�;,,�. � �c�� , the Treasurer of LMG Partn rs, LLC, on behalf of the limited liability corporation. ' � SUZANNE M. MAYER �` A NOTARY P�g��� NOt3t}� 11C MINNESOtA ° M1'ComrNe:(on Expire�,un_31.20U DRAFTED BY: Camnhell T.�nuts�r. I'r�fc:,siarral Assc�i_tiol: 317 Eagandale O�ce Center 1380 Corporate Center Curve Eagan,Minnesota 55121 Telephone: (651)452-5000 SMM 140991 . � , ���, � , . � • , ,• EXHIBIT "A" � Legal Description of Subiect Property That part of Lot 2 "Orchard Beach," lying Southeasterly of the following described line and its Northeasterly extension: Commencing at the Northeast corner of Lot 3, "Orchard Beach"; thence 1j on an assumed bearing of North along the Northerly extension of the East line of said Lot 3 a � distance of 78.92 feet; thence on a bearing of West a distance of 89.50 feet to the point of beginning � of the line being described; thence South 31 degrees 56 minutes 53 seconds West to the Southwesterly line of said Lot 2 and there ending. Subject to the easement for County State Aid Highway No. 19 as shown in Hennepin County Highway Plat No. 50 r.ecorded as CR Dorument #4�7�6G%4. 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Cl � ,`� , 'i •� �,�t� `�:,s'�j,�� V � •� ,� ! �'• • ���'�.�j�.d ti ��` 1 } �•,;' 1.;����f W � �e ' �`�'•;�•%' ,+�`� ly Vj �`i�` ,\ '�?, 'j�',,:/.i.�"t' q %� � t9 ,%%� �.� v� w — ,� —�-.�:�:"� �o p � � .•__-_-- ''� ._. �.:,, �+ ,,, � � � � —�'a_��., � ,�\ � �,�'� �'�,'�9 O �cy, � -_ --�=_�-_---- °-� �' �' �''�"� � �j t� � � ;�,;� '�--�— � ;,=''��/' s �# �' ---- __ °`�_^--- ' -� '•��. :;- m ti � � --- ��•�"� �� ��� ' � �# _- ��;fs�- d � _:��a�,_ ��� ;;, � � ",s�i`�- _�' , °� �;a _'} W � r\�� E, �� 38> E R !1� � Y \�c� t� � . �3 ��li4�i \\� y&�i pr �j � �� ��jle ia P BB;��� � i �� — _ ., ,:I�sIi �a � ' RUN DATE: 9/20/2011 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIS'I) pC Exhibit J 38 07-117-23 43 6002 38 07-117-23 43 0003 38 07-117-23 43 0604 JEFFREY S PIONKOWSKI R V SCHULZE&S H SCHULZE T B KOEHLER&D T KOEHLER 4198 NORTH SHORE DR 1530 ORCHARD BEACH PL 4205 NORTH SHORE DR JEFFREY S PIONKOWSKI RICHARD&STEPHANIE SCHULZE TIMOTHY&DANIELLE KOEHLER 4198 NORTH SHORE DR 2152 CANNA WAY 4205 NORTH SHORE DR MOLJND MN 55364 NAPLES FL 34105 MOUND MN 55364 38 07-117-23 43 0005 38 07-117-23 43 0006 38 07-117-23 43 0007 W TITLER&M K TITLER DOUGLAS E WALDOCH B M WEITZEIrHARTNETT 4209 NORTH SHORE DR 4215 NORTK SHORE DR 4201 NORTH SHORE DR WILLIAM&MARY K 11TLER DOUGLAS E WALDOCH BETTY M WEITZELHARTNETT 4209 NORTH SHORE DR 4215 NORTH SHORE DRIVE 1]51 HOLLYBROOK DR MOLIND MN 55364 MOUND MN 55364 WAYZATA MN 55391 38 07-117-23 43 0008 38 07-117-23 43 0012 38 07-117-23 43 0015 R EMFIELD&L EMFIELD HENNEPIN FORFEITED LAND SARA E BROEKER 4203 NORTH SHORE DR 38 ADDRESS UNASSIGNED 4210 NORTH SHORE DR ROBERT&LAURIE EMF'IELD CITY OF ORONO SARA E BROEKER 4203 NORTH SHORE DR P O BOX 66 4210 NORTH SHORE DR MOUND MN 55364 CRYSTAL BAY MN 55323 MOUND MN 55364 e 38 07-117-23 43 0016 38 07-117-23 44 0046 38 07-117-23 44 6090 D T RYAN&M J A RYAN D L MCCAMMON&B A ORTALEZA B M COOK&S B CAMPBELL 4200 NORTH SHORE DR 4191 NORTH SHORE DR 4196 NORTH SHORE DR D�WIEL&MARY JO RYAN DANAH L MCCAMMON BRETT M COOK& 4200 NORTH SHORE DRIVE BARON A ORTALEZA SHERYL B CAMf'BELL MOLiND MN 55364 4191 NORTH SHORE DR 4196 NORTH SHORE DR MOLIND MN 55364 MOUND MN 55364 I CERTIFY THAT THE FACTS REPRESENTED ARE ACC TE AND TRd.(E REPRESENTATION OF INFORMATION AS IT APPEARS THIS DATE ON THE RE RD O �:T-I E COUN �TAXP R SERVICES DEPARTMENT. DATE: �� � 2� BY: l,. f. RECEIVED !; � � SEP 21 �Q 11 -�.� CITI(OF ORONO PC Exhibit K � Hennepin County Mailing Label Map Provided By: Taxpayer Services Department ' (�7) ,,,t?I_ � i t481 . � . � �� , . '� I �h ��a� ;' . . � f� ,Ra� r�� �z�� ' . � {f�� �a r ' � � �1 z�• F, 4 � . � � f,} _ +# !Y^� ._ .. �zS� � �, -r (�1 .� � ` l"� L kj.55� � ?+�. �j k :�° ,,� 07-'E 17-23-A� ' f ,,;.,:. ';�'' �s�� t}�' 1"'t�% 23,a,-434 ` i�� �, � } ��3� � r .t ' � r ' . � Y '��� � �:� �� . �`���: �i'; > - ��� r, ''i r � y�4��a,� -�:.�� � �° -..� . J( y ,�' ' _ . T � �` � ! i t �� '� �•� L 1�� � �-. Y ' �' �:4 •�'. E39), � � �� � _ '�t; ` t � , , : ' s �� : �� F�� - ' '� t =; (2d) � � . ��� �! �� ��� t�1 f � . fso) ��� (�1 t311 . 'LL . : . ., . • . '`. .� _ t�. — � `��i � Por more information contact: Print Date: 9/20/2011 Hennepin County GIS Division Map Legend: 30o south 6th street Map Scale: 1" = 176' Minneapolis,MN 55487 Buffer Size• 150 feet gis.info�co.hennepin.mn.us ' � Water � �djoP Roads � Parlc t�linor Roads Map Comments: _ . Parcel �� � BufFer Region \�� 4205 NORTH SHORE DR „�,�,,, '"� t ORONO, MN Selec#ed Parcels ��;�.�� • n.►�. + � . �rra�3 +'-'�'� HENNEPiN� aa�ei � �r� � �� - � SEP 21 2011 �' s � � �ITY OF ORONO � � T �.. _ . -.r Date Application Received: 9/21/11 Date Application Considered as Complete: 09/30/11 60-Day Review Period Expires: li/29/11 � �To: Chair Schoenzeit and Planning Commission Members � � Jessica Loftus, City Administrator From: Melanie Curtis, Planning&Zoning Coordinator �� Date: 12 October 2011 Subject: #11-3529, 400 Willow Drive South (Arthur J. Nelson Estate) & 2260 Fox Street (Randall and Sara Hogan) • Subdivision/Lot Line Rearrangement • Public Hearing RR-1B:Single Family Rural Residential,2 acre/200' 400 Willow Drive South=15.16 acres total 2260 Fox Street=3.84 acres total Application Summary: The applicants are requesting a lot line rearrangement for properties at . � 400 Willow Drive South and 2260 Fox Street. No new, buildable lots are proposed. Staff Recommendation: Staff recommends approval of the lot line rearrangement as proposed. List of Exhibits ExhibitA- Applications Exhibit B- Existing& Proposed Survey ExhibitC- Wetland Delineation Exhibit D- MCWD Notice of Application Exhibit E- Torrens vs.Abstract—FAQ Hennepin County Exhibit F- Property Owners List Exhibit G- Plat Map Lot Area&Width Analvsis Properties Existinp Total Lot Area Proposed Total Lot Area 400 Willow Dr S 15.16 total acres± 12.37 total acres± (Nelson) 522 feet± 522 feet± 2260 Fox Street 3.84 total acres± 6.83 total acres± (Hogan) 335 feet± 335 feet± *Both properties contain significant wetland areas however as no new buildable lots are proposed and the Nelson piece after the lot line rearrangement still exceeds the RR-18 minimum area this report will not address dry vs. wetland area. Conformance with Zoning Ordinance Currently, both of the lots exceed the area and width requirements of the RR-1B Zoning District. After the lot line rearrangement,the two lots will remain conforming. The proposal to move the common lot line resulting in a larger parcel for the Hogans will not limit the usability or future t ? 10-3489 9 November 2010 Page 2 of 2 developability of the Nelson piece as the piece to be broken off has no dry land connection to the rest of the Nelson property. Background&Discussion . � The applicant, Arthur J. Nelson Estate, has made an application to the City for a Class I subdivision (lot line rearrangement). The properties involved are 400 Willow Drive South (Nelson) and 2260 Fox Street (Randall & Sara Hogan). The request is to move the current line which divides the Nelson property from the Hogan property as shown in Exhibit B. This portion of the Nelson property is separated by a large wetland area and is not contiguous with the larger � portion of the lot making it inaccessible from the rest of the Nelson piece. The dry area of this portion of the Nelson property is contiguous with the Hogan piece. The additional area, when added to the Hogan piece, will not result in a situation whereby a new, buildable lot can be created.The intent for adding this dry area to the Hogan piece is to offer the Hogans options for open space; additional septic treatment areas; or a possible location to construct a future accessory structure. The Nelson property is Torrens land and the Hogan property is Abstract land. There are a few options of legally combining the Hogan property with the new piece from Nelson and staff is researching the method which will result in the least amount of confusion and cost for both parties. At a minimum, new deeds must be created for both properties reflecting the lot line rearrangement, and a Special Lot Combination Agreement must be signed by the Hogans to • combine the new Nelson piece with their current property. Because this is a lot line rearrangement which results in no additional lots, no park fee or stormwater trunk fee will be _ required. � Issues for Consideration 1. Are there any issues or concerns with this application? Staff Recommendation Staff recommends approval of the lot line rearrangement. The property owners have provided to the City new legal descriptions for each property. A Special Lot Combination Agreement will be drafted by the City Attorney for recording in the chain of title which will require City subdivision approval should the Hogans or their successors choose to sell the northerly parcel separately from their existing homestead parcel in the future. Additionally, as part of this approval the applicants will be required to file new deeds based on the new legal descriptions. As this is a lot line rearrangement which results in a no additional lots, no park fee or stormwater trunk fee will be required. �' .:�u'1 �� Ci of O ro n o PC Exhibit A tY � Subdivis�o-�. Application Street Address: Application# �� ` �J�j 2 ,�`Q 2750 Kelley Parkway Date Receiv : �'I 2� 1,� �,rDl�1 . OY �� . Orono, MN 55356 Amount Paid� OD- Staff: (� Main: 952-249-4600 Fee: �;t t 'L YDw � fax: 952-249-4616 Renewal: �� �ti`� Mailing Addr�ss: �`�'ESHO�`'� P.O. Box 66 Crystal Bay, MN 55323-0066 . ' This application form must be completed in full. PROPERTY INFORMATION: � � Site Address: _y0o S, cv/t c o�v d,c/vF Property Identification Number(PIN): D,3�ii�_Z� _2,�_oa�y (Attach legal description to application if not included on the survey.) Date Property Acquired (month/year): ❑ Abstract or� Torrens, please check one Present use of property: �Residential ❑ Other Zoning District: ,P,e-1 d APPLICANT INFORMATION: (Complete legal names and marital status required for each interested party) Name: ,qRr,yc�,� ,T ,VE�So�J FlT.ITf' (�f.l�tk J. �VE�ro�J1 O��viEL A.NE�sou! Ci�oy [.NF[sEN� Phone (home): Phone (work): Address: S�,D��i E� �uFt.so,cJ 35i� 228��,r AvE N E E.l1'r B Fr.yEC , h,,c� 3-S oos EmaiL �/Q�;P�� p�/fo» � �ofizPr. co�vt Fax: Mark.nPis�� Proc/,�, co�n �%une/� ya�foo, co.Y, OWNER INFORMATION: (Complete legal names and marital status required for each interested party) Name: SAitt E Phone (home): Phone(work): Address: Email: Fax: EXISTING LAND U$E: Number of Tax Parcels: 2 � ` Development Size: Acres Dry Land • - Acres Wet Land /cJ ? ��.�y�� 3 �?�,oG�,� = iA S� Acres TOTAL, all parcels Present Use (check one) � Residential; Number of Units: 2 ❑ Other: (Specify) Present Zoning District ,Q,Q -.28 ProposaL• ❑ Division for Tax Purposes � Lot Line Rearrangement Only (no new building sites) ❑ Subdivision for New Building Sites Number of Building Sites Z Existing Units RECEIVED o New Units 2 Tota� units SEp 3 0 2011 Proposed Gross Density 2 Units per /�,57 Acres � Minimum Lot Size 87,i2O Square Feet Dry Buildable Land CITY OF ORONO Proposed Use(check) �C Residential ❑ Other(specify) 10 . � z � MINIMUM MATERIAL REQUIRED FOR-COMPLETE PRELIMINARY APPLICATION 1. Payment of fees(refer to"application fees"listed below). 2. Completed application form. 3. Preliminary plat i�formation on Certificate of Survey. 4 Certified Property Owners List of owners within 3�0' (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 APPUCATION 1. Payment of fees(refer to Preliminary Subdivision Approval resolution and park fees if applicable). 2. Signed Certificate of Survey or mylar copies of formal plat. 3. Title opinion. 4. Easements, cbvenants, etc. . 5. Developers Agreement and Letter of Credit APPLICATION FEES(Zonin_g Administr.ator to check.jX]those which apply,) A. Application Base Fees: TOTALS Sketch Plan Review(Class I, II &III)$350.00 � . -�G Subdivision of a Lot Line Rearrangement$698:@6- 700 � 700 Subdivision Applicafion (Class I &II)$600.00 ' Preliminary Subdivision Application$750.00+$30.00/lot(Class III &all non-residential) Final Plat Application (Class III)$250.00 Legal Review and Filing: Subdivision only$140.00 � Subdivision w/easements and covenants; minimum $280.00+any addifional costs Park Fees(to be determined per Section 82-227) � Legal and Engineering Review Fees(as incurred) Renewal of Class I, II, &II! Subdivision and of a Lot Line Rearrangement AppJication$300.00 B. Special Improvement Fees: Proposed Private Roads$650.00+$.50 per lineal foot; lin.ft. x.50=$ Proposed Public Roads$950.00+$.50 per lineal foot; lin.ft.x.50=$ Request for City to Accept Existing Private Road$950.00 Proposed Sanitary Sewer Main Extension $275.00+$25/stub Proposed Watermain Extension$27.5.00+$25/stub . _ � � Proposed Storm Sewer System(excluding culverts)$250.00 � On-Site System, Site Evaluation Review(applicable to rural subdivisions).$60lper lot x_new lots � • C. Flexible Application Fees/Miscellaneous Fees Variance$600.00 Vacation of Public Road$75 per benefiting property($600 minimum per application) Easement Vacation Associated with a Subdivision$100.00 PRD Application with Subdivision�35.00 per dwelling unit The applicant hereby agrees to provide all information required or requested by Planning Department Staff, City Engineer, City Attomey, Planning Commission and Council necessary to process this application and further agrees to pay all additional fees established by ordinance. � Applicant's Signature: � � .• D�to; �l�C�l�b�( !^il�l.C..�.a,r�,�-- `t�r�(�t t• �.. Owner's Signature: 4' paf0. , �tut�Y y1�,�y,,� M Applicant must have all submittals into the�City Office 25 days before the Planning Commission meeting. Planning Commission meetings are held on the third Monday of each month. Applicants must be present at all scheduled review meetings of the Planning Commission and Council. If an � applicant is unable to attend a scheduled meeting, please make arrangements to have an authorized agent attend in your place and to advise the City Planner assigned to your project of this change prior to the meeting. RECEIVED SEP 3 0 2011 i l ` CITY OF ORONO r . "�.'�'.. . . -. �. . .., . ,::�_ � , :, �-�.. �. : � . � � . . � .. � . . . _. J =.�°.. . .. . , . . . �� :. . . .. ... ... .. ... . .._.:,_ ,.} ...� ,_� . . . . . .�c � . ..�, .� ..- . � .: . . . ' ,.. �._ . � . .. ` � City of Orono : � ' x`� Subdivis�t�� �pplicati.on . StroetAddiess: Application# '2750 Kelley Rarkway Date Received: ��� Drono,MN 55356 Amount Paid� � . � Staff: � ,Main: 952-249-4600 _ • Fee: . � fax: 952-249-46'l6 RenewaL• �,�, . :G� Mailing Add�ess Z..q�.�og,'� P.O. Box 66 Crystal Bay,MN 55323-0066 . � � , This appiication form must be compieted in full. f PROPERTY INFORMATION: ; Site-Address: Z 2�o `CO X J'T.[f 6y' Property identification Number{PIN): - 03-//7�23- 3 2 -6d�9 (Attach legal description to application if not included on the survey,) �Date Property,Acquired (month/year): > �( Abstract or❑ Torrens, please check one Present use of property: : �Residential ❑:Other ! Zoning District: �,Q-,t� ! APPLICANT INFORMATION; (Complete legal names and marital sta#us required.for each interested pariy) , Name: . � Phone(home): Phone(work): : , Address: ' : Email; Fax: ti . °�OWNER.INF MA ION: (Complete legal names and.marital status requ red for e h interested party) Name: A; 1 �a 2 »'�t-+';� (.� Phone{home): - p Ph ne(work): � Address:_� �Z(a 0 Fo MN ;.Email:" `. 3 ; Fax: . EXISTING LAND $E: /y�Q[. Co7n - Number of Tax:Parcels: - ` Development Size: Acr.es Dry Land ' . ` ; r_, Acres Wet Land Acres TOTAL, all parcels Present Use(check one) ❑ Residential;Number of Units: ❑ Other(Specifjr) . , , Present Zoning District Proposal: , ❑ Division for Tax Purposes ; , � Lot Line Rearrangement Only(no new builciing sites) L7 Subdivision for:New Building Sites Number of Building Sites Existing Units , New Units � � : � , ` Total Unifs • . ,. . Proposed Gross Density Un'�ts per : Acres Minimum Lot Size Square Feet Dry Buildable Land. Proposed Use�(Eheck) ❑ Residenfiaf- 0 . Othet(specify) ` � 10 : " , . � : , ; : ��.,�- � , �� . z'y'MINIMUM MATERIAL RE UIRED FOR COMPLETE PRELIMINARY APPLICATION ' 1. Payment offees(refer'to"application fees''fisted below). � ;.# 2. Completed apPlication form. , ' 3. Preliminary plat i�formation on Cert�cate of Survey. ` _ � 4 ` Certified Property Owners List of owners within 35�0'(you must obtain this listfrom Hennepin County Depactrnent of Finance,:Govemment Center,A-603 300 South 6 8treet, Minneapolis,.telephone.612-348-5910). ; 5. , As an addendum to Ehis application,`please attach a separate list of:any other;persons.you wish �otified of this appiication. . ` - � . � _. ' • .: ' 1 MINIMUM'AAATERiAL REQUIRED fOR COMPLETE FINAL APPLICATiON ' _ 1. Payment of fees(refer to Preliminary Subdivision Approval resolu6on and park fees if applicable). . 2: Signed Certificate of Survey or mylar:copies of foRnal plat. '� : 3._ Title opinion; .• ,.: . : 4. Easements;cbvenants,etc. . ; . 5. DevelopersAgreement and Letter of Credit - . • APPLICATION FEES(Zoning Administrator;to check jX]those whicfi apply,) A: Application Base_Fees: `. . � TOTALS , ' : ' ' Sketch Plan Review(Glass J,11&III)$350.00 `. ° • ` ' Subdivision of a Lot Line`Rearrangement$600.00 . � ' Subdivision Appfication{Class I&II)$600.00 ` . . Preliminary Subdivision Application$750.00+$30.00/lot(Class III&all non-residential) , :' • Final Plat Application(Class III)$250:00 • � Legal Review and Filing: Subdivision only$140.00 . , ; Subdivision w/easements and covenants;minimum$280.00+any additional costs ; . Pa�lc Fees:(to be determined per Section 82-227) � Legal and Engineering Review Fees(as incurred). ;, : � Renewal of Class I,11,&JU Subdivision and of a Lot Line RearrangementApplicabon$300.00 B. `Special Improvement Fees: ,: Prqposed Private Roads$650.00+$.50 per lineal foot; `• tin.ft.x.50=$ ' Proposed:Public Roads$950.QU+$.50 perlineal faot; tin.ft.x:50=$' , Requestfor City to Accept Existing Private Road$950.00 : 'Proposed Sanitary Sewer Main Extension$275.00+:$25/stub Proposed V1latermain Extensian$27.5.00+$25/stub Proposed Storm Sewer System(excluding culverts)$250.00 : � � � On-Site System,Site Evaluation Review(aPplicable to ruraf subdivisions).$6Dlper lot x_new lots C. Flexible Application Fees!{IAAlscellaneous Fees ' �; . 1/ariance�600.00 , - , . _ Vacation of Public Road$75perbenefiEing property($600 minimum per application) . Easemenf Vacation Assaciated with a Subdivision$100.00 PRD Application with Subdivision'$35.00 per dwelling unit , The applicant hereby agrees to provide all information required or requested by Planning Department Staff, City,Enginee[, City Attorney,'Planning Commission and Council necessary.to process this application and furthec agrees to pay:all a8ditional fees established by ordinance. ` Applicant's Signature: Date: Owner's Signaturec° �z7 ti..--- '� Date: r.; . ,. . 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Nels'on • By: Svoboda Ecological Resources � Project Number 2011-023-03 � September 14, 2011 _ � _ The contents and format of this report are considered intellectual properiy 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..............:..................................................................................................................5 " 1tECOM1VVI�NDATIONS.................:.............................................................................................5 CERTIFICATION............................................:............................................................................7 , , . DATA SOURCES..................................................�............................ ....................�..................8 LITERATUREREFERENCED............................................................:......................................9 FULL FIG`�TRE SET: , .... _ . , � � ---• . � _ � Figure 1: Location�of Site Overlaid on USGS Topographic Map _ � Figure 2: Narional Wetlands Inventory " " � Figure 3: Web Soil Survey-Hennepin County _ ,,, _ Figure 4: DNR-Protected Waters Map •Figure 5: Approximate Wetland Boundary and Sample Transect Location . „ � TAE TECHNICAL DOCUMENTATION SECTION: ' � . Field Data Sheets � Plant Indicator Status Soil S�ries Data . Wetland Defmition ' " 1 I ABSTRACT. � Svoboda Ecological Resources(SER)visited the above referenced property on September 9`�&13`h 2011 to examine the site for the presence of areas meeting wetland criteria. The stzcdy parcel is located within the City of Orono,Hennepin CountyMinnesota, (Figure 1).Four wetland boundaries were delineated at this site.Foursample transects were established along the boundaries in order to characterize the soil, vegetation, and existing hydrology within the wetland-to-upland transition zone. � � INTRODUCTION � The subject parcel is approximately I4.6 acres and is dominated by turf grass and hardwood trees. The topography of the site is undulating on the western portion with depressions at the far western extent that incline unevenly to the upland portion of the property on the west half. From here the �. properry levels out before sloping downhill to the east. It then levels out before once again inclining on•the far eastern edge. The surrouriding land use consists mostly of single-family homes. The . identified wetlands were classified according to the Cowardin et al.,the Circular 39 and the Eggers ; � and Reed classification systems and marked with pink"Wetland Delineation"pin flags.The wetland boundaries will be surveyed by Gronberg & Associates, based out of Long Lake (See contact information below).Please fmd within the Technical Documentation Section;field data sheets,plant indicator status information, soil survey information, and wetland definition information. . . Gronberg&Associates, Inc. � 445 North Willow Drive � Long Lake,Minnesota 55356 PH: (952) 473-4141 � 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 2007 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 delineatiori methods used Svoboda Ecological Resources , 400 Willow Drive South ProjectNo.:2011-023-03 1 Orono MN , , throughout the country. The following explanations are passages from that document. "This Regional Supplement is part of a nationwide effort to address regional wetland characteristics and improve the accuracy and efficiency of wetland- delineation procedures.Regional differences in climate,geology,soils,hydrology � plant and 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 Council 1995).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.Where 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 Hennepin County map (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. 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 consist 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 lacking Sn 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 � The NWI map illustrates one National Wetland Inventory wetland present on the property(Figure 2). This wetland is designated PEMCd. The Web Soil Survey of Hennepin County, Figure 3, classifies four soil map units present on the . subject property(See Figure 3).The map unit classified as a hydric soil is the Muskego,Blue Earth Svoboda Ecological Resources 400 Willow Drive Sotith Project No.:2011-023-03 2 Orono MN � � and Houghton soils,ponded, 0 to 1 percent slopes. The Hamel, overwash Hamel complex, Lester loam complex and Angus loam morainic soil units are classified as partially hydric. These soil classification boundaries are illustrated on Figure 3 with further detail given in the legend. Soil series descriptions are given in the Technical Documentation Section. The Minnesota Department of Natural Resources, State Protected Waters Map (Public Water Inventory)indicates one Public Water(LTnnamed)on the property(Figure 4). ' � Site Visit SER ecologists examined the subject property for areas meeting jurisdictional wetland criteria during the site visit. Three areas meeting the jurisdictional criteria of a wetland were flagged, and boundaries were determined and delineated. The approximate wetland boundary is outlined in yellow (Figure 5). � Wetland A co�sists of two communities. The larger of the two is a Type 2 PEMF Wet Meadow, � which comprises the maj ority of the southern area contained between the boundaries delineated for Wetland A as shown on Figure 5. Dominant vegetation includes several varieties of sedge (Carex spp.), green bulrush (Scirpus atrovirens, OBL), and reed canary grass (Phalaris arundinacea, FACA�.The northern end contains a Type 3 PEMF Shallow Marsh which extends up to and beyond the parcel boundary. Dominant vegetation in this community is primarily.broadleaf cattail(Typha latifolia, OBL) with some reed canary grass. The upland areas adjacent to the wetland are , characterized by the presence of turf grasses,and shrub dominance by common buckthorn(Rhamnus cathartica,FAC).The transition zone is characterized by a change in topography on account of both sides of the wetland being bounded by sharply inclined slopes.Also,the soils differ substantially on either side of the transition zone with the wetland containing easily distinguishable mucky mineral topsoil and the upland e�cliibiting a much drier clay loam. -� Wetland B also consists of two communities. The primary community is a Type 2 PEMC Wet Meadow with two small patch communities of Type 3 PEMC Shallow Marsh.The wet meadow is dominafed by reed canary grass and also contains green bulrush and water smartweed(Polygonum . _ amphibia�m, OBL).The patches of Shallow Marsh are dominated by broadleaf cattail.Upland areas adj acent to the wetland are characterized once again by turf grass and an even larger preponderance of common buckthorn to the east of the wetland.The transition zone on the east side of the wetland is not immediately apparent from the vegetation alone due to the prevalence of reed canary grass. . Topographic and soil changes are once again informative in discerning the edge. Wetland C is a Type 7 PFO 1 C Wooded Swamp.The dominant vegetation consists of a tree canopy layer of green ash(Fraxinus pennsylvanica,FACN�and cottonwood(Populus deltoides,FAC)with an understory of green ash saplings and encroaching common buckthorn pushing in on the margins. Much of the wetland has sparse vegetation due to significant standing water levels during portions of the year, as evidenced by water lines on the tree trunks and the presence of water stained leaves and algal mats. In the canopy gaps reed canary grass is dominant. The upland areas adjacent to the wetland are dominated by turf grass on the west and southern edges,and cottonwood over common Svoboda Ecological Resources 400 Willow Drive South Project No.:2011-023-03 3 Orono MN � � buckthorn to the east and north.The transition zone is characterized by the transition between reed canary and turf grass, topographic feaiures, and the presence of common buckthorn in the shrub layer. � The upland soils at sample point A-1 consisted of a dark brown loam down to 10 inches, a dark brown clay loam to 17 inches,and an olive brown clay down to 24 inches. The wetland soils for this . � sample point consisted of a mucky mineral silty clay loam, a black matrix with dark gray stratifications down to 20 inches and a dark gray mucky mineral silty clay below that to 24 inches. The upland soils at sample point A-2 consisted of 18 inches of very dark grayish brown clay loam down to 18 inches. The wetland soils for this sample point consisted of a black silty clay loam for 5 inches, a black clay loam with 5%dark yellowish brown redox concentrations down to 12 inches, and a black mucky mineral silty clay loam with 2% dark yellowish brown redox concentrations down to 24 inches. The upland soils at sample point B-1 were complex,consisting of a black clay loam containing 3% gravel down to 4 inches,a black clay loam matrix w.ith 10%yellowish brown stratifications down to 6 inches,a black clay descending to a depth of 9 inches,a black clay matrix with 10%brown redox features and 5% rock down to 14 inches, a black clay matrix with 10% brownish yellow stratifications down to 19 inches, and a very dark gray clay down to 22 inches. A second upland point was established at this point to gather more information. The soil profile for that point � consisted of a very dark grayish brown clay loam matrix with 20%yellowish brown stratifications and 3%gravel down to 16 inches,and a horizon extending to 18 inches comprised of a dark grayish � brown clay matrix (55%), a light brownish gray mottle (42%), and reddish brown redox features � (3%).The wetland soils at this sample point consisted of a black mucky mineral clay loam down to 4 inches,a black mucky mineral clay loam with 4% gravel down to 8 inches, a black silty clay loam down to 13 inches, a gray clay matrix(70%) with yellowish brown mottle(30%) and fragmented rock material that may be degraded shale interspersed throughout down to 18 inches, and a black mucky xni.neral clay that smells of hydrogen sulfide descending to 22 inches. The upland soils at sample point C-1 consisted of a black clay loam down to 14 inches,with a black clay loam matrix(60%)and a dark gray brown mottle(40%)down to 18 inches,and a black mucky mineral clay loam down to 20 inches.The wetland soils for this sample point consisted of a black mucky mineral clay loam down to 6 inches, a black mucky mineral clay loam with 5%dark grayish brown redox features down to 10 inches, and a dark gray sandy clay loam down to 18 inches. Wetland A is a designated wetland on the National Wetlands Inventory and recognized by the Deparhnent of Natural Resources Public Waters Inventory.Hydrology indicators on the eastern edge of the wetland were B13, B10 and D2. On the western edge indicators C1, D2 and DS were observed.Wetland B is an isolated"depression intermittently connected to Wetland C via a culvert that passes below the driveway on the property and is adjacent to Willow Drive South.Hydrology indicators C1, D2 and DS were also observed at this location. Wetland C is an isolated depression that is intermittently connected to Wetland B by way of the aforemenrioned culvert. Hydrology Svoboda Ecological Resources 400 Willow Drive South Project No.:2011-023-03 4 Orono MN i, i indicators B1,B4, B8,B9, C1,D2 and DS were all observed. � 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 September 13, 2011. SER personnel examined the subj ect property for areas meeting jurisdictional wetland criteria during '" the site visit and delineated the edge of three basins as being jurisdictional wetlands (Figure 5). � Detailed soils, vegetation and hydrology data is provided in the data sheets of The Technical Documentation Section. A set of full-scale figures is given in the Figures section. , . RECOMMENDATIONS Activities that impact or could potentially impact wetlands are 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(LGt�. � • ➢ 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 approved local government unit(LGL�, SER advises the properly 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 pernuts 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 property, 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. Svoboda Ecological Resources 400 Willow Drive South Project No.:2011-023-03 5 Orono MN I 1 The client should also be aware that approved wetland boundaries are typically valid for only three years from the date of approval. . To avoid project delays associated with wetland regulations,it is essential that you acquire necessary permits from all jurisdictional agencies before initiating activities. A WCA Sequencing form, a WCA and Aimy Corps of Engineers Replacement Plan Application form, and a DNR pernut application are among the materials that you may be required to submit if impacts are proposed for the delineated wetlands.By initiating the pernut proceas as soon as possible,potential costly delays to the project may be avoided. Svoboda Ecological Resources 400 Willow Drive South Project No.:2011-023-03 6 Orono MN � CERTIFICATION � David Haar completed the above-described delineation on September 13�', 2011. This delineation was performed according to the procedures described by the US Arrny Corps of Engineers in the 1987 Wetlands Delineation Manual and the 2007 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 Specialist) on this day September 14�', 2011.The delineation report was reviewed by Brian Burgner(Wetland . Ecologist II). . � Client: Mark J.Nelson Project Name: 400 Willow Drive South � Project No.: 2011-023-03 Location: Orono,Minnesota +�� C.il'JL�/ .Gt�'t'c-� Wetland Ecologist UGIS Specialist • � . . ._ Ecologist II � Wetland Delineator-Certified# 1124 ��--- d� . President, Svoboda Ecological Resources September 14`h, 2011 Date . Svoboda Ecological Resources 400 Willow Drive South Project No.:2011-023-03 7 Orono MN , , � DATA SOURCES Minnesota Department of Natural Resources,Public Waters Inventory Basin Delineations, Published 7/31/2008 and retrieved from http://deli.dnr.state.mn.us United States Fish and Wildlife Service National Wetland Inventory Map. Retrieved from , http://www.fws.gov/wetlands/Data/Mapper.html on 9/6/2011. 2010 Aerial Color Photos. Publicly Distributed by Bing Spatial Data Services. USGS Quadrangle Map—Excelsior 7.5-Minute Quadrangle, Minnesota,U.S.A. Web Soil Survey(n.d.). Orono,Hennepin County, MN. Retrieved from http://websoilsurvey.nres.usda.gov/app/FiomePage.htm Svoboda Ecological Resources 400 Willow Drive South Project No.:2011-023-03 8 Orono MN � LITERATURE REFERENCED Cowardin,L.M.,V. Carter, F.C. Golet, and R.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats 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 Army Corps of Engineers, St.Paul District. 263pp,unclassified. Environmental Laboratory. 1987. 1987 U.S.Army Corps of Engineers Wetlands Delineation Manz�al. 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 ofNortheastern United States and Adjacent Canada.New York Botanical Garden, Bronx. 910pp. . Sabine, B. J. 1999.National List of Plant Species that Occzcr in Wetlands:Region 3—North Central(Indiana, Illinois, Iowa, Michigan, Minnesota,Missoa�ri, 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. Arniy Corps of Engineers. 2007.Interim Regional Sa�pplement to the Corps ofEngineers � Wetland Delineation ManLCCZI: 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. 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'a� u J'��•4r �.. � e ...t; J.� y�'� -�l, . ���� ,.. -�.� t $ ��� '�.} �fr�§,. y°f� "� 1. v 1 � �, �� . i lCy6r �n� 1: �• � - - � C� �. �r!�, t ° ` � d�4/.,�+ :r'+� '.l. ��i, � �t� � �?`r k : �l ' � 4± ui� `- ��] t�7 ,• • ' , • 1 / , � • • � ' ' � , 1 , / � � • � - . � � � � ' � • � � � � : � � • 1 1 �� ' ll • � • ' � -- • � � ; � THE TECHNICAL DOCUMENTATION SECTION Field Data Sheets h � � . 1 1 WETLAND DETERMINATION DATA FORM-Midwest Region Project/Site 400 Willow Drive South City/County: Orono/Hennepin Sampling Date: 9/9/11 Applicant/Owner: Mark J.Nelson State: MN Sampling Point: SP A-1 UP Investigator(s): DH 3ection,Tovmship,Range: T117 R023 S03 Landform(hillslope,terrace,etc.): hilislope Local relief(concave,convex,none): convex Slope(%): 4 Lat: Long: Datum: NAD 83 Soil Map Unit Name Muskego,Blue Earth,&Houghton Soils,ponded,0 to 1%slopeslWl Classification: Are climatic/hydrologic conditions of the site typical for this time of the yearl (If no,explain in remarks) , Are vegetation ,sal ,or hydrology significantly disturbed? Are"normal circumstances" Are vegetation ,sal ,or hydrology naturally problematicl present? Yes SUMMARY OF FINDINGS (If needed,explain any answers in remarks.) Hydrophytic vegetafion presentl Y Hydric soil present? N Is the sampled area within a.wetlan N Wedand hydrology present? N If yes,optional wetland site ID: Remarks:(Explain altemative procedures here or in a separate report.) VEGETATION—Use scientific names of plants. Absolute Dominan Indicator pominance Test Worksheet Tree Stratum (Plot size: 30'radius ) %Cover t Species Staus Number of Dominant Species 1 Popu/us delfoides 10 Y FAC that are OBL,FACW,or FAC: 2 (A) 2 Total Number of Dominant 3 Species Across all Strata: 3 (B) 4 Percent of Dominant Species . 5 that are OBL,FACW,or FAC: 66.67% (A/B) 10 =Total Cover Saalinq/Shrub straturc (Plot size: 15'radius ) Prevalence Index Worksheet 1 Rhamnus cathaRica 3 FAC Total%Cover of: 2 Lonicera 1 N OBL species 0 x 1= 0 3 Fraxinus pennsylvanica 1 N FACW FACW species 16 x 2= 32 ._ 4 Unknown shrub 1 N FAC species 13 x 3= 39 5 FACU species 1.5 x 4= 6 6 =Total Cover UPL species 5 x 5= 25 Herb stratum (Plot size: 5'radius ) Column totals 35.5 (A) 102 (B) � 1 Poacea 70 Y Prevalence Index=B/A= 2.87 • 2 Phalaris arundinacea 15 N FACW 3 Bromus inermis 5 N UPL Hydrophytic Vegetation Indicators: 4 Cirsium arvense 1 N FACU Rapid test for hydrophytic vegetation 5 So/idago canadensis 0.5 N FACU X Dominance test is>50% 6 X Prevaience index is 53.0' � Morphogical adaptations"(provide 8 supporting data in Remarks or on a 9 separate sheet) 10 Problematic hydrophytic vegetation' . 91.5 =Total Cover (explain) WoodV vine sVatum (Plot SiZe: 15'�adiUS ) •Indicators of hydric soil and welland hydrology must be 1 Vlt/s 3 present,unless dislurbed or problemalic • 2 Parthenocissus quinquefolia 1 Y FAC y rop y ic 4 =Total Cover vegetation present? Y Remarks:(Include photo numbers here or on a separate sheet) lJ5 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) % Color(moist) °/a Type' Loc" Texture Remarks 10 10yr 3/3 loam 17 10yr 3/3 clay loam 24 2.5y 4/4 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 Shaliow 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) 'Indicatws 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): Remarks: HYDROLOGY Wetland Hydrology Indicators: Primarv Indicators(minimum of one is reauired:check all that aonlvl Secondarv indicators(minimum of two reauired) Surface Water(A1) Aquatic Fauna(B13) Surface Soil Cracks(B6) High Water Table(A2) True Aquatic Plants(614) Drainage Patterns(610) Saturation(A3) Hyd�ogen Sulfide Odor(C1) Dry-Season WaterTable(C2) Water Marks(B1) Opdized Rhizospheres on Living Roots Crayfish Burrows(C8) Sediment Deposits(62) (C3) Saturation�sible on Aerial Imagery(C9) Drift Deposits(B3) 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(65) (C6) FAC-Neutral Test(D5) Inundation Visible on Aerial Imagery(B7) Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(88) Gauge or Well Data(D9) Water-Stained Leaves(B9) Other(E�lain in Remarks) Field Observations: Surface water present? Yes No X Depth(inches): Wetland Water table present? Yes No X 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 inspec6ons),if available: Remarks: US Army Corps of Engineers Midwest Region 1 1 WETLAND DETERMINATION DATA FORM-Midwest Region Project/Site 400 Willow Drive South City/County: OronolHennepin Sampiing Date: 9/9/11 ApplicanUOvmer: Mark J.Nelson State: MN Sampling Point: SP A-1 WET investigator(s): DH 3ection,Township,Range: T117 R023 S03 Landform(hillslope,terrace,etc.): toeslope Local relief(concave,convex,none): concave Slope(%): 1 Lat: Long: Datum: NAD 83 • Soil Map Unit Name Muskego,Blue Earth,&Houghton Sals,ponded,0 to 1%slopeslWl Classification: PEMCd Are climatic/hydrologic conditions of the site typical for this time of the year? (If no,explain in remarks) Are vegetation ,sal ,or hydrology significanUy 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 wetlan Y Wedand hydrology present7 Y If yes,optional wetland site ID: Remarks:(Explain altemative procedures here or in a separate report.) VEGETATION—Use scientific names of plants. Absolute Dominan Indicator pominance Test Worksheet Tree Stratum (Plot size: 30'radius ) %Cover t Species Staus Number of Dominant Species 1 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 Saplina/Shrub straturr (Plot size: 15'redius ) Prevalence Index Worksheet 1 Total%Cover of: 2 OBL species 8 x 1= 8 3 FACW species 15 x 2= 30 . . 4 FAC species 0 x 3= 0 5 FACU species 3 x 4= 12 0 =Total Cover UPL species 1 x 5= 5 Herb sVatum (Plot size: 5'radius ) Column totals 27 (A) 55 (B) 1 Carex sp. 65 Y NI Prevalence Index=B/A= 2.04 2 Phalaris arundinacea 15 N FACW 3 Typha latifolia 5 N OBL Hydrophytic Vegetation Indicators: 4 Scirpus atrovirens 3 N OBL Rapid test for hydrophytic vegetation 5 Solidago canadensis 3 N FACU Dominance test is>50% 6 Bromus inermis 1 N UPL X Prevalence index is 53.0` 7 Lamiaceae 1 N Morphogical adaptations'(provide 8 supporting data in Remarks or on a 9 separate sheet) 10 Probiematic hydrophytic vegetafion' 93 =Total Cover (explain) WoodV vine stretUrtl (Plot Size: 15'radius ) •Indicalors of hydric soil and welland hydrology must be ' 1 presenl,unless disturbed or problematic 2 y rop y ic 0 =Total Cover vegetation present? Y Remarks:(Include photo numbers here or on a separate sheet) US Amy Corps of Engineers Midwest Region r � � . 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) % Color(moist) % Type' Loc" Texture Remarks 20 N 2.5/ 95 10yr 4/1 5 D M silty clay loam mucky mineral soil 24 10yr 4/1 100 silty clay mucky mineral sal 'Type:C=Concentration,D=Depletion,RM=Reduced Matrix,MS=Masked Sand Grains. "Locatron:PL=Pore Lining,M=Matrix Hydric Soil Indicators: Indicators for Problematic Hydric Soils: Histisol(A1) Sandy Gleyed MaVix(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) 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): Remarkx HYDROLOGY Wetland Hydrology Indicators: Primarv Indicators(minimum of one is required:check all that aaplv) Secondarv Indicators(minimum of two requiredl Surface Water(A1) X Aquatic Fauna(B13) Surface Soil Cracks(B6) High Water Table(A2) True Aquatic Plants(814) X Drainage Patterns(610) • Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2) Water Marks(61) O�dized Rhizospheres on Living Roots Crayfish 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 X Geomorphic Position(D2) Iron Deposits(BS) (C6) FAC-Neutral Test(D5) Inundation Visible on Aerial Imagery(67) Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(68) Gauge or W ell Data(D9) Water-Stained Leaves(B9) Other(E�lain in Remarks) .. Field Observations: Surface water present? Yes No X Depth(inches): Wetland Water table present? Yes X No Depth(inches): 16 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 1 . 1 WETLAND DETERMINATION DATA FORM-Midwest Region ProjecUSite 400 Willow Drive South City/County: Orono/Hennepin Sampling Date: 9/9/11 Applicant/Owner: Mark J.Nelson State: MN Sampling Point: SP A-2 UP Investigator(s): DH 3ection,Township,Range: T117 R023 S03 Landform(hillslope,terrace,etc.): hillslope Local relief(concave,convex,none): concave Slope(%): 6 Lat: Long: Datum: NAD 83 Soil Map Unit Name Muskego,Blue Earth,&Houghton Sals,ponded,0 to 1%slopesVWl Classiflcation: Are climatiGhydrologic conditions of the site typical for this time of the year? (If no,explain in remarks) Are vegeta6on ,soil ,or hydrology significantly disturbed? Are"normal circumstances" Are vegetation ,sal ,or hydrology naturally problematicl present? Yes SUMMARY OF FINDINGS (If needed,explain any answers in remarks.) Hydrophytic vegetaCbn present? Y Hydric soil present? N Is the sampled area within a wetlan N Wedand hydrology present? N If yes,optional wetland site ID: Remarks:(Expiain altemative procedures here or in a separate report.) VEGETATION—Use scientific names of plants. Absolute Dominan indicator pominance Test Worksheet Tree Stratum (Plot size: 30'radius ) %Cover t Species Staus Number of Dominant Species 1 Fraxinus pennsylvanica 30 Y FACW that are OBL,FACW,or FAC: 3 (A) 2 Total Number of Dominant 3 Species Across all Strata: 4 (B) 4 Percent of Dominant Species 5 that are OBL,FACW,or FAC: 75.00% (A/B) 30 =Total Cover Sapiina/Shrub straturr (Plot size: 15'radius ) Prevalence Index Worksheet 1 Rhamnus cathartica 15 Y FAC Total%Cover of: 2 Fraxinus pennsylvanica 3 N FACW OBL species 0 x 1= 0 3 FACW species 73 x 2= 146 _ 4 FAC species 15 x 3= 45 5 FACU species 6 x 4= 24 18 =Total Cover UPL species 3 x 5= 15 . Herb stratum (Plot size: 5'radius ) Column totals 97 (A) 230 (B) 1 Pha/aris arundinacea 40 Y FACW Prevalence index=B/A= 2.37 2 Solidago canadensis 5 N FACU 3 Bromus inermis 3 N UPL HydrophyEic Vegetation Indicators: 4 Cirsium arvense 1 N FACU Rapid test for hydrophytic vegetation 5 X Dominance test is>50% s X Prevalence index is s3.0` � Morphogical adaptations'(provide 8 supporting data in Remarks or on a 9 separate sheet) 10 Problematic hydrophytic vegetafron' 49 =Total Cover (explain) Woodv vine stratum (Plot size: 15'radius ) 'Indicalors of hydric soil and welland hydrology must be 1 Parthenocissus quinquefolia 3 FAC prasent,unless disturbed or problemalic 2 Vitis sp. � y y rop y ic 4 =Total Cover vegetation present? Y Remarks:(Include photo numbers here or on a separate sheet) US Amy Corps of Engineers Midwest Region , � SOIL Sampling Point: SP A-2 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 18 10yr 3/2 100 clay loam 'Type:C=Concentration,D=Depletion,RM=Reduced Matrix,MS=Masked Sand Grains. "LocaYron: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 vegetaGon 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): Remarks: HYDROLOGY . Wetland Hydrology Indicators; Primarv Indicators(minimum of one is reauired;check all that aoplv) Secondarv Indicators(minimum of two reauiredl Surface Water(A1) Aquatic Fauna(B13) Surface Soil Cracks(B6) High Water Table(A2) True Aquatic Plants(814) Drainage Patterns(610) Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2) Water Marks(61) O�dized Rhizospheres on Living Roots Crayfish Burrows(C8) Sediment Deposits(62) (C3) Saturation�sible on Aerial Imagery(C9) Drift Deposits(B3) 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(87) Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(B8) Gauge or Well Data(D9) Water-Stained Leaves(B9) Other(E�lain in Remarks) Field Observations: Surface water present? Yes No X Depth(inches): Wetland Water table present? Yes No X Depth(inches): hydrology Satura6on 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 a � WETLAND DETERMINATION DATA FORM-Midwest Region . ProjecUSite 400 Wiilow Drive South City/County: Sampling Date: 9/9/11 ApplicanUOwner: Mark J.Nelson State: MN Sampling Point: SP A-2 WET - Investigator(s): DH 3ection,Township,Range: T117 R023 S03 Landform(hilislope,teRace,etc.): basin Local relief(concave,convex,none): concave Slope(%): 0 Lat: Long: Datum: NAD 83 Soil Map Unit Name Muskego,Blue Earth,&Houghton Sals,ponded,0 to 1%slopeslWl Classification: PEMCd Are climatic/hydrologic conditions of the site typical for this time of the year? (If no,explain in remarks) Are vegetation ,soil ,or hydrology significantly disturbed? Are"normal circumstances" Are vegetation ,soil ,or hydrology naturally problematic7 present? Yes SUMMARY OF FINDINGS (If needed,explain any answers in remarks.) Hydrophytic vegetation present? Y Hydric soil present7 Y Is the sampled area within a wettan Y Wetland hydrology present7 Y If yes,optional wetland site ID: Remarks:(Explain altemative procedures here or in a separate report.) . VEGETATION—Use scientific names of plants. Absolute Dominan Indicator pominance Test Worksheet Tree Stratum (Plot size: 30'radius ) %Cover t Species Staus Number of Dominant Species 1 Fraxinus pennsylvanica 10 Y FACW that are OBL,FACW,or FAC: 2 (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: 100.00°/a (A/B) 10 =Total Cover Saolinq/Shrub straturc (Plot size: 15'radius ) Prevalence Index Worksheet 1 ' Total%Cover of: 2 OBL species 0 x 1= 0 3 FACW species 80 x 2= 160 4 FAC species 0 x 3= 0 5 FACU species 2 x 4= 8 ' 0 =Total Cover UPL species 2 x 5= 10 Herb stratum (Plot size: 5'radius ) Column totals 84 (A) 178 (B) 1 Phalaris arundinacea 70 Y FACW Prevalence Index=B/A= 2.12 2 So/idago canadensis 2 N ' FACU 3 Bromus inermis � 1 N UPL Hydrophytic Vegetation Indicators: 4 Asclepias syriaca 1 N UPL Rapid test for hydrophytic vegetation 5 X Dominance test is>50% s • X Prevalence index is 53.0' � Morphogical adaptations'(provide 8 supporting data in Remarks or on a 9 separate sheet) 10 Problematic hydrophytic vegetafwn' 74 =Total Cover (explain) WOOdV vine st�atum (Plot Siz2: 15'rddius ) •Indicalors of hydric soil and wetland hydrology must be 1 VItiS Sp. '� presenl,unless dislurbed or problemalic 2 y rop y ic 1 =Total Cover vegetation present? Y Remarks:(Include photo numbers here or on a separate sheet) US Amy Corps of Engineers Midwest Region � � SOIL Sampling Point: SP A-2 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) % Type` Loc*' Texture Remarks 5 10yr 2/1 100 silry clay loam 12 10yr 2/1 95 10yr 3/4 5 C PL clay loam 24 N 2.5/ 98 10yr 3/4 2 C PL silty clay loam mucky mineral *Type:C=Concentration,D=Deple6on,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) X 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) l'hick 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 soit present? Y Depth(inches): Remarks HYDROLOGY Wetland Hydrology Indicators: Prima_ry Indicators(minimum of one is reauired:check all that aoplv) Secondarv Indicators(minimum of two reauiredl Surface Water(A1) Aquatic Fauna(613) Surface Soil Cracks(66) High Water Table(AZ) True Aquatic Piants(614) Drainage Patterns(610) . Saturation(A3) X Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2) Water Marks(81) ' Opdized Rhizospheres on Living Roots Cra�sh Burrows(C8) Sediment Deposits(B2) (C3) Saturation Visible on Aerial Imagery(G9) Drift Deposits(B3) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1) ' Algal Mat or Crust(64) Recent Iron Reduction in Tilled Soils X Geomorphic Position(D2) Iron Deposits(65) (C6) X FAC-Neutral Test(DS) Inundation Visible on Aerial Imagery(B7) Thin Muck SurFace(C7) Sparsely Vegetated Concave Surface(88) Gauge or Well Data(D9) Water-Stained Leaves(B9) Other(E�lain in Remarks) Field Observations: Surface water present? Yes No X Depth(inches): Wetland Watertable present? Yes No X 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 1 1 WETLAND DETERMINATION DATA FORM-Midwest Region ProjecUSite 400 Willow Drive South City/Coamty: Orono/Hennepin Sampling Date: 9/13111 ApplicanUOwner: Mark J.Nelson State: MN Sampling Point: SP B-1 Transition Investigator(s): DH 3ection,Township,Range: T117 R023 S03 Landform(hillslope,terrace,etc.): low level Local relief(concave,convex,none): convex Slope(%): Lat Long: Datum: NAD 83 Soil Map Unit Name Muskego,Blue Earth,&Houghton Soils,ponded,0 to 1%slopeslWl Classification: Are climatic/hydrologic conditions of the site typical for this time of the yearl (If no,explain in remarks) Are vegetation ,soil ,or hydrology significantly disturbed? Are"normal circumstances" Are vegetation ,sal ,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 wetlan N W eUand hydrology present7 N If yes,optional weGand site ID: Remarks:(Explain aiternative procedures here or in a separate report.) VEGETATION—Use scientific names of plants. Absolute Dominan Indicator pominance Test Worksheet Tree Stratum (Plot size: 30'radius ) %Cover t 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 Sa�linq/Shrub straturr (Plot size: 15'radius ) Prevalence Index Worksheet � Total%Cover of: 2 OBL species 2 x 1= 2 3 FACW species 40 x 2= 80 4 FAC species 0 x 3= 0 5 FACU species 0 x 4= 0 0 =Total Cover UPL species 41 x 5= 205 Herb stratum (Plot size: 5'radius ) Column totals 83 (A) 287 (B) 1 Phalaris arundinacea 40 Y FACW Prevalence Index=B/A= 3.46 � 2 Bromus inermis 40 Y UPL 3 Cirsium sp. 10 N Hydrophytic Vegetation Indicators: 4 Polygonum amphibium 2 N OBL Rapid test for hydrophytic vegetation 5 Asclepias hirtella 1 N UPL Dominance test is>50% 6 Galium mollugo 0.5 N NI Prevalence index is s3.0' 7 Tanacetum vu/gare 0.1 N NI Morphogical adaptations'(provide 8 supporting data in Remarks or on a . 9 separate sheet) '�� Problematic hydrophytic vegetation' ' 93.6 =Total Cover (explain) WOOdV vine St�etUm (PIOt size: 15'radius ) •Indicalors of hydric soil and wetland hydrdogy must be 1 presenl,unless dislurbed or problematic . 2 y rop y 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 Transitior 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 16 10yr 3l2 80 10yr 5/4 20 clay loam 3%gravel 18 10yr 3/2 55 10yr 6/2 42 clay 2.5yr 2.5/4 3 `Type:C=Concentration,D=Depletion,RM=Reduced Matrix,MS=Masked Sand Grains. "LocaCron: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 • 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): Remarks: HYDROLOGY Wetland Hydrology Indicators Primarv Indicators(minimum of one is reauired:check all that aoalvl Secondarv indicators(minimum of two required) Surface Water(A1) Aquatic Fauna(B13) Surface Soil Cracks(66) High Water Table(A2) True Aquatic Plants(B14) Drainage Patterns(610) Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2) Water Marks(B1) Obdized Rhiwspheres on Living Roots Crayfish Burrows(C8) Sediment Deposits(62) (C3) Saturation vsible on Aerial Imagery(C9) Drift Deposits(83) 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(BS) (C6) FAC-Neutral Test(D5) Inundation Visible on Aerial Imagery(67) Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(88) Gauge or Well Data(D9) Water-Stained Leaves(B9) Other(E�lain in Remarks) Field Observations: Surface water present? Yes No X Depth(inches): Wetland Water table present? Yes No X 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 I � WETLAND DETERMINATION DATA FORM-Midwest Region Project/Site 400 Willow Drive South City/County: Hennepin/Orono Sampling Date: 9/13/11 Applicant/Owner. Mark J.Nelson State: MN Sampling Point: SP B-1 UP investigator(s): DH 3ection,Township,Range: T117 R023 S03 Landform(hillslope,terrace,etc.): lowlevel Local relief(concave,convex,none): convex Slope(%): 1 Lat: Long: Datum: NAD 83 Soil Map Unit Name Muskego,Blue Earth,&Houghton Sals,ponded,0 to 1%slopeslWl Classification: Are climatic/hydrologic conditions of the site typical for this time of the yea(? (If no,explain in remarks) Are vegetation ,sal ,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 sampied area within a wetlan N Wetland hydrology present? N If yes,optional weUand site ID: Remarks:(Explain alternative procedures here or in a separate report.) VEGETATION—Use scientific names of plants. Absolute Dominan Indicator pominance Test Worksheet Tree Stratum (Piot size: 30'radius ) %Cover t Species Staus Number of Dominant Species 1 Fraxinus pennsyivanica 3 FACW that are OBL,FACW,or FAC: 3 (A) 2 Jug/ans cinerea 0.5 N FACU Total Number of Dominant 3 Species Across all Strata: 4 (B) 4 Percent of Dominant Species 5 that are OBL,FACW,or FAC: 75.00% (A/B) 3.5 =Total Cover Saolin4/Shrub straturc (Plot size: 15'radius ) Prevalence Index Worksheet 1 Rhamnus cathartica 10 Y FAC Total%Cover of: 2 OBL species 0 x 1= 0 3 FACW species 44 x 2= 88 4 • FAC species 10 x 3= 30 5 FACU species 6.5 x 4= 26 10 =Total Cover UPL species 40 x 5= 200 Herb stratum (Plot size: 5'radius ) Column totals 100.5 (A) 344 (B) 1 Phalaris arundinacea 40 Y FACW Prevalence Index=B/A= 3.42 2 Bromus inermis 40 Y UPL 3 Turfgrass 15 N Hydrophytic Vegetation Indicators: 4 G/echoma hederacea 5 N FACU Rapid test for hydrophytic vegetation 5 Aster lateriflorus 1 N FACW X Dominance test is>50% 6 Trifolium repens 1 N FACU Prevalence index is 53.0' 7 Galium mollugo 1 N NI Morphogical adaptations"(provide 8 Cirsium sp. 1 N supporting data in Remarks or on a 9 separate sheet) 10 Problematic hydrophytic vegetatron` 104 =Total Cover (explain) WoodV vine stratum (PIOt SiZe: 15'radius ) `Indicators of hydric soil and wetland hydralogy must be 1 V/fIS Sp. 3 present,unless dislurbed or problemalic 2 Toxicodendron radicans subsp.negundo 1 Y FAC y rop y ic 4 � =Total Cover vegetation present? Y 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) % Color(moist) % Type' Loc" Texture Remarks 4 7.Syr 2.5/1 100 clay loam 3%gravel 6 7.5yr 2.5/1 90 10yr 5/6 10 M clay loam 9 7.5yr 2.5/1 100 clay 14 7.5yr 2.5/1 90 10yr 4/3 10 C M clay • 5%rock 19 7.5yr 2.5/1 90 10yr 6/S 8 M clay 22 10yr 3/1 100 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 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): Remarks: HYDROLOGY Wetland Hydrology Indicators: _ Primarv Indicators(minimum of one is reauired;check all that aoplv) Secondarv Indicators(minimum of two reauiredl Surface Water(A1) Aquatic Fauna(B13) Surface Soil Cracks(B6) High Water Table(A2) True Aquatic Plants(614) Drainage Patterns(610) Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2) Water Marks(Bi) O�dized Rhizospheres on Living Roots CrayFish Burrows(C8) Sediment Deposits(B2) (C3) Saturation�sible on Aerial Imagery(C9) ' Drift Deposits(B3) Presence of Reduced Iron(C4) Stunted or Stressed Piants(D1) Algal Mat or Crust(B4) Recent Iron Reduction in Tilled Soils Geomorphic Position(D2) Iron Deposits(BS) (C6) FAC-Neutral Test(DS) Inundation Visible on Aerial Imagery(B7) Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(B8) � Gauge or Well Data(D9) Water-Stained Leaves(89) Other(Explain in Remarks) Field Observations: Surface water present? Yes No X Depth(inches): Wetland Water table present? Yes No X Depth(inches): hydroiogy Saturation presentl Yes No X Depth(inches): present7 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 . ' 1 e WETLAND DETERMINATION DATA FORM-Midwest Region ProjecUSite 400 Willow Drive South City/County: Orono/Hennepin Sampling Date: 9/13/11 ApplicanUOvmer: Mark J.Nelson State: MN Sampling Point: SP B-1 WET Investigator(s): DH 3ec6on,Tovmship,Range: T117 R023 S03 Landfortn(hiilslope,terrace,etc.): low level Local relief(concave,convex,none): convex Slope(°/a): Lat: Long: Datum: NAD 83 • Soil Map Unit Name Muskego,Blue Earth,&Houghton Soils,ponded,0 to 1%slopeslW I Classification: Are climatic/hydrologic conditions of the site typical for this time of the year? (If no,explain in remarks) Are vegetation ,sal ,or hydrology significantly disturbed? Are"normal circumstances" Are vegeta6on ,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 wetlan Y Wetland hydrology present? Y If yes,optional weUand site ID: ` Remarks:(Explain altemative procedures here w in a separate report.) VEGETATION—Use scientific names of plants. Absolute Dominan Indicator pominance Test Worksheet Tree Stratum (Plot size: 30'radius ) %Cover t Species Staus Number of Dominant Species 1 lhat 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% (FVB) 0 =Total Cover Saplina/Shrub straturc (Plot size: 15'radius ) Prevalence Index Worksheet 1 Total%Cover of: 2 OBL species 5.5 x 1= 5.5 3 FACW species 85 x 2= 170 4 FAC species 0 x 3= 0 5 FACU species 0 x 4= 0 0 =Total Cover UPL species 1.1 x 5= 5.5 Herb stratum ' (Plot size: 5'radius ) Cdumn totals 91.6 (A) 181 (B) ' 1 Pha/aris arundinacea 85 Y FACW Prevalence Index=B/A= 1.98 2 Sciipus atrovirens 5 N OBL 3 Bromus inermis 1 N UPL Hydrophytic Vegetation Indicators: 4 Cirsium sp. 1 N Rapid test for hydrophytic vegetation 5 Polygonum amphibium • 0.5 N OBL X Dominance test is>50°/a 6 Asclepias hirtella 0.1 N UPL X Prevalence index is 53.0' � Morphogical adaptations'(provide 8 ' supporting data in Remarks or on a 9 separate sheet) 10 Problematic hydrophytic vegetation' 92.6 =Total Cover (explain) Woodv vine stratum (Plot size: 15'radius ) •Indicators of hydric soil and welland hydrology must be 1 presenl,unless disturbed w problematic p y rop y ic 0 =Total Cover vegetation present? Y Remarks:(Include photo numbers here or on a separate sheet) US Amy Corps of Engineers Midwest Region � � SOIL Sampling Point: SP B-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) % Type' Loc" Texture Remarks 4 7.Syr 2.5/1 100 clay loam mucky mineral � 8 7.5yr 2.5/1 100 clay loam mucky mineral,4%gravel 13 N 2.5 100 silty clay 18 10yr 5/1 70 10yr 5/6 30 M clay possible shale fragments 22 N 2.5 100 clay mucky mineral '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) X 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 soii present? Y Depth(inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: Primarv Indicators(minimum of one is required:check all that applv) Secondarv Indicators(minimum of two requiredl Surface Water(A1) Aquatic Fauna(B13) SurFace Soil Cracks(B6) High Water Table(A2) True Aquatic Plants(614) Drainage Patterns(B10) Saturation(A3) X Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2) Water Marks(61) Opdized Rhizospheres on Living Roots CrayFish Burrows(CS) Sediment Deposits(B2) (C3) Saturation�sible 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 X Geomorphic Position(D2) Iron Deposits(65) (C6) X FAC-Neutral Test(D5) Inundation Visible on Aerial Imagery(B7) Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(68) Gauge or Well Data(D9) Water-Stained Leaves(B9) Other(F�cplain in Remarks) Field Observations: . Surface water present2 Yes No X Depth(inches): Wetland Water table present? Yes No X 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 , � WETLAND DETERMINATION DATA FORM-Midwest Region Project/Site 400 Willow Drive South . City/County: Orono/Hennepin Sampling Date: 9/13/11 ApplicanUOwner: Mark J.Nelson State: MN Sampling Point: SP C-1 UP Investigator(s): DH 3ection,Toumship,Range: T117 R023 S03 Landform(hillslope,terrace,etc.): low level Local relief(concave,convex,none): concave Slope(%): 1 Lat: Long: Datum: NAD 83 Soil Map Unit NameMuskego,Blue Earth,8 Houghton Sals,ponded,0 to 1%slopeslWl Classification: Are climatic/hydroiogic condiGons of the site typical for this 6me of the year? (If no,explain in remarks) Are vegetation ,sal ,or hydrology significantly disturbed? Are"normal circumstances" Are vegetation ,soil ,or hydrology naturally problematic7 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 wetlan N Wetland hydrology present? N If yes,optional wetland site ID: � Remarks:(Explain altemative procedures here or in a separate report.) VEGETATION--Use scientific names of plants. Absolute Dominan Indicator pominance Test Worksheet Tree Stratum (Plot size: 30'radius ) %Cover t Species Staus Number oF Dominant Species 1 Fraxinus pennsy/vanica � 15 Y FACW that are OBL,FACW,o}FAC: 2 (A) 2 Jug/ans cinerea 2 N FACU Total Number of Dominant 3 Species Across all Strata: 3 (B) 4 Percent of Dominant Species 5 that are OBL,FACW,or FAC: 66.67% (A/B) 17 =Total Cover Saplin4/Shrub straturc (Plot size: 15'radius ) Prevalence Index Worksheet 1 Rhamnus cathartica 3 FAC Total%Cover of: 2 OBL species 0 x 1= 0 3 FACW species 40 x 2= 80 4 FAC species 7 x 3= 21 5 FACU species 9 x 4= 36 3 =Total Cover UPL species� 0 x 5= 0 Herb stratum (Plot size: 5'radius ) Cdumn totals 56 (A) 137 (B) 1 Turf grass 70 Y Prevalence Index=B/A= 2.45 2 Pha/aris arundinacea 25 Y FACW 3 G/echoma hederacea 5 N FACU Hydrophytic Vegetation Indicators: � 4 Plantago major 4 N FAC Rapid test for hydrophytic vegetation 5 Taraxacum o�cina/e 2 N FACU X Dominance test is>50% 6 X Prevalence index is 53.0' � Morphogical adaptations'(provide 8 supporting data in Remarks or on a 9 separate sheet) 10 Problematic hydrophytic vegetation' 106 =Total Cover (explain) WoodV vine St�atUm (Plot Size: 15'tadiUS ) •Indicalors of hydric soil and wetland hydrology must be 1 PalfhenoC/ssus qulnquefolia 1 FAC present,unless disturbed or problematic 2 y rop y ic 1 =Total Cover vegetation present? Y Remarks:(Include photo numbers here or on a separate sheet) US Amy Corps of Engineers Midwest 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 14 10yr 2/1 100 clay loam 18 10yr 2/1 60 10yr 4/2 40 RM M clay loam 20 10yr 2/1 100 clay loam mucky mineral '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 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): . Remarks: HYDROLOGY Wetland Hydrology Indicators: ' Primarv Indicators(minimum of one is repuired:check all that aoolvl Secondarv Indicators(minimum of two reauired) Surface Water(A1) Aquatic Fauna(B13) Surface Soil Cracks(66) High Water Table(A2) True Aquatic Plants(814) Drainage Patterns(B10) Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season W ater Table(C2) Water Marks(B1) Oxidized Rhizospheres on Living Roots CrayFish Burrows(C8) Sediment Deposits(62) (C3) Saturation Vsible on Aerial Imagery(C9) Drift Deposits(83) 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(85) (C6) FAC-Neutral Test(D5) Inundation Visible on Aerial Imagery(B7) Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(68) Gauge or Well Data(D9) Water-Stained Leaves(69) Other(E�lain in Remarks) Field bservations Surface water present? Yes No X Depth(inches): Wetland Water table present? Yes No X Depth(inches): hydrotogy 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 Project/Site 400 Willow Drive South City/County: Orono/Hennepin Sampling Date: 9/13/11 Applicant/Owner: Mark J.Nelson State: MN Sampling Point: SP C-1 WET Investigator(s): DH 3ection,Tovmship,Range: T117 R023 S03 Landform(hilislope,terrace,etc.): depression Local relief(concave,convex,none): convex Slope(%): Lat: Long: • Datum: NAD 83 Soil Map Unit Name Muskego,Blue Earth,&Houghton Sais,ponded,0 to 1%slopesVW I Classification: Are climatic/hydrologic conditions of the site typical for this time of the year? (If no,explain in remarks) Are vegetation ,sal ,or hydrology significantly disturbed? Are"normal circumstances" Are vegetation ,sal ,or hydrology naturally problema6c7 present? Yes SUMMARY OF FINDINGS (If needed,explain any answers in remarks.) Hydrophytic vegetation present? Y Hydric soil present? Y Is the samptetl area within a wetlan Y Wetland hydrology present? Y If yes,optional wedand site ID: Remarks:(Explain altemative procedures here or in a separate report.) VEGETATION—Use scientific names of plants. . Absolute Dominan Indicator pominance Test Worksheet Tree Stratum (Plot size: 30'radius ) %Cover t Species Staus Number of Dominant Species 1 Fraxinus pennsylvanica 70 Y FACW that are OBL,FACW,or FAC: 2 (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: 100.00% (A/B) 70 =Total Cover SaplinQ/Shrub straturr (Plot size: 15'radius ) Prevalence Index Worksheet 1 Rhamnus cathartica 3 FAC Total%Cover of: 2 OBL species 0 x 1 = 0 3 FACW species 150 x 2= 300 4 FAC species 4 x 3= 12 5 FACU species 2 x 4= 8 3 =Total Cover UPL species 0 x 5= 0 Herb stratum (Plot size: 5'radius ) Column totals 156 (A) 320 (B) 1 Phalaris arundinacea 70 Y FACW Prevalence Index=B/A= 2.05 2 Turf grass 10 N 3 Impatiens capensis 10 N FACW Hydrophytic Vegetation Indicators: 4 Glechoma hederacea 2 N FACU Rapid test for hydrophytic vegetation 5 P/antago major 1 N FAC X Dominance test is>50% 6 X Prevalence index is 53.0' � Morphogical adaptations'(provide 8 supporting data in Remarks or on a 9 separate sheet) 10 Problematic hydrophytic vegetation' 93 =Total Cover (explain) Woodv vine stratum (Plot size: 15'radius ) 'Indicators of hydric soil and welland hydrology musl be 1 VItiS Sp. 3 present,unless dislurbed or problematic 2 y rop y�c 3 =Total Cover vegetation present7 Y Remarks:(Include photo numbers here or on a separate sheet) US Amy Corps of Engineers Midwest Region � SOIL Sampling 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) % Type' Loc"' Texture Remarks 6 10yr 2/1 100 clay loam mucky mineral 10 10yr 2/1 95 5yr 3/4 5 C M clay loam mucky mineral 18 10yr 4/1 100 sandy clay loam `Type:C=Concentration,D=Depletion,RM=Reduced Matrix,MS=Masked Sand Grains. "Locatwn: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) X 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 present7 Y Depth(inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: Primarv Indicators(minimum of one is required:check all that aodvl Secondarv Indicators(minimum of two reauiredl Surface Water(A1) Aquatic Fauna(613) Surface Soil Cracks(B6) High Water Table(A2) True Aquatic Plants(B14) Drainage Patterns(610) Saturation(A3) X Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2) X Water Marks(61) Opdized Rhizospheres on Living Roots CrayFish Burrows(C8) Sediment Deposits(62) (C3) Saturation�sible on Aerial Imagery(C9) Drift Deposits(B3) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1) X Algal Mat or Crust(64) Recent Iron Reduction in Tilled Soils X Geomorphic Position(D2) Iron Deposits(B5) (C6) X FAC-Neutral Test(D5) Inundation Visible on Aerial Imagery(B7) Thin Muck Surface(C7) X Sparsely Vegetated Concave Surface(68) Gauge or W ell Data(D9) X Water-Stained Leaves(69) Other(Explain in Remarks) Field Observations: Surface water present? Yes No X Depth(inches): Wetland Watertable present? Yes No X Depth(inches): hydrology Saturation present? Yes No X Depth(inches): present? Y (includes capillary fringe) Describe recorded data(sVeam gauge,monitoring well,aerial photos,previous inspections),if available: Remarks: US Army Corps of Engineers Midwest Region 1 ' THE TECI3NICAL DOCUMENTATION SECTION Plant Indicator Status , , 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 probabiliry 34%-66%). Facultative Upland(FACin—Usually occur in non-wetlands (estimated probability 67%- 99%),but occasionally found in wetlands (estimated probability I%-33%). � � Obligate Upland (UPL)—Occur in wetlands in another region,but occur almost always (estimated probability>99%) under natural conditions 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. 1 THE TECHNICAL DOCUMENTATION SECTION Soil Series Descriptions Acquired from Natural Resource Conservation Service Website,Official Soil Series Descriptions , , . 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. TAXONONIIC 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 interiors;many very fine roots;about 3 percent gravel;slightly acid;gradual wavy boundary. 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 filxns on,faces of peds and root channels;common very fine roots;about 5 percent gravel;slightly acid; clear wavy boundary. (Combined thickness of the Bt horizons is 15 to 40 inches) BC--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 comer 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 control 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 aze 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 Ar�yle,Baltimore,Bassett,Bloomin�,Caleb. Dowa 'ac,Dunbridee, Gara,Koronis,Lauramie,Lester,Lon 1�ois,L�ck Mohaw Neda,Newcomer, Oneco, Orwoo Racine,Razort,Sebbo,Taoni,Waucoma,and Winneshiek soils.The Argyle,Baltimore,Blooming,Gara Koronis,Lester,Lydick, Mohawk,Razort and Taopi soils do not have soil saturation 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. GEOGRAPffiC SETTING: These soils have convex slopes on moraines or till plains. Slopes range from 2 to 5 percent.They formed in calcazeous,loaxny 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 hg ton, Klossner,and Le Sueur soils which formed in similaz pazent materials.Poorly drained Cordova and Dundas soils are on flats and upper drainageways. Very poorly drained Glencoe soils aze 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 PERM��ABILITY:Well drained.Permeability is moderate.Runoff is low.A seasonal high appazent 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 vegeta.tion is mixed prairie grasses and deciduous forest. DISTRIBUTION AND EXTENT: South-cent�al and east-central Minnesota and possiblynortheastem Iowa.Moderate extent.MLRA-103. MLRA OFFICE RESPONSIBLE: St.Paul,Minnesota SERIES ESTABLISHED: Meeker County,Minnesota, 1995. REI�ZARKS: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. � 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. TAXONOMIC CLASS: Coprogenous,euic,mesic Limnic Haplosaprists TI'PICAL 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 sta.ted.) 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; dazk 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 thin 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 21/2 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 conta.in 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 alkaline(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 cazbonates are present in some pedons.The Lco horizon has slightly plastic consistence and shrinks upon drying to form hazd clods that are difficult to re-wet. COMPETING SERIES: These are the Moston and Toto series.Moston soils have sand below the limnic layer within the 51 inche control section.Toto soils have marl and sand below the limnic 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 doxninantly from grasses,sedges,and reeds over coprogenous limnic material(sedimentary peat).Mean 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 Houghton and Klossner series.Houghton soils are in neazby 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 appazent 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 apparent water table from 3 feet to 1 foot above the surface in most yeazs for much of the period from January to December. USE AND VEGETATION: Most azeas remain in natural vegetation and provide wildlife habitat.Natural vegetation is dominantly grasses,reeds,and sedges with scattered hardwoods.A few azeas have been drained and are used cropland. DISTRIBUTION AND EXTENT: Southern Wisconsin and southem 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 aze: 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(MARSITY);WI0462 (CLAY LOAM SUBST.);WI0520(FLOODED). 1 . fraction is mostly fragments of shells.It is slightly alkaline or moderately alkaline. The calcium cazbonate equivalent ranges from 5 to 40 percent. The 2Cg horizon has hue of 2.SY or SY,value of 3 to 5,and chroma of 1 or 2. It is loam, silt loam,clay loam,or silty clay loam. It conta.ins 0 to 8 percent by volume of rock fragments of mixed lithology.It is slightly alkaline or moderately alkaline and has a calcium carbonate equivalent of 5 to 20 percent.A firm till phase of clay loam with a moist bulk density of 1.6 to 1.9 gm/cc is also recognized. COMPETING SERIES: These are the Moundprairie and Uturin(T)series.These soils do not have coprogenous earth in the series control section. GEOGRAPHIC SETTING: These soils have plane or slightly concave slopes with gradient of 0 to 1 percent.They are in small to lazge lake basins in glacial moraines,flood plains,and lacustrine plains.These basins formerly had lakes,and most of the lakes were drained since settlement.These sediments aze underlain by loamy till or lacustrine sediments of the Late Wisconsin glaciation at depths of 76 cm(2.5 to more than 203 cm. Mean annual temperature is 7 to 11 degrees C(45 to 50 degrees F).Mean annual � precipitation is 610 mm to 813 mm(24 to 32 inches).Frost free da.ys range from 155 to 200.Elevations above sea level range from 213 m to 480 m(700 to 1570 feet). GEOGRAPHICALLY ASSOCIATED SOILS: These aze other poorly drained and very poorly drained mineral and organic soils within the basin and the Clarion and Lester soils and their respective topographic associates on the adjacent uplands. DRAINAGE AND SATURATED HYDRAULIC CONDUCTIVITY: Very poorly drained. Surface runoff is negligible to ponded.The saturated hydraulic conductivity, measured in cm per hour,is .OS to 5.1 (.02 to 2.0 inches)in the upper material and.OS to 1.5 (.02 to .6 inches)in the lower part. Seasonal high saturation ranges from plus 91 to 30 cm(3 to 1 foot)for undrained areas of this soil.Areas that are drained have variable depths to saturation based on the effectiveness of the drainage network. USE AND VEGETATION:Most of this soil is cropped to corn and soybeans. Some is used for pasture or hay. Invasive vegeta.tion(after drainage)is mostly sedges,reeds, and grasses.They lack native vegetation in the conventional sense because these soils were, until recently, sediments in the bottom of lakes. DISTRIBUTION AND EXTENT: MLRA-103. Southem Minnesota and north-central Iowa.Moderately extensive. MLRA OFFICE RESPONSIBLE: St.Paul,Minnesota SERIES ESTABLISAED: Rock CounTy,Minnesota, 1945. REMARKS:Problems remain in the classification of these series because no taxon has been defined in Soil Taxonomy that adequately accommodates soils that have formed entirely in coprogenous earth.Diagnostic horizons and features recognized in this pedon are: Surface horizon that meets requirements of a mollic epipedon except it is underlain ( l by stratified C horizon.A firm till substratum is recognized in the geomorphic surface landform of the Kandiyohi till. In the past some sloping fens were included in the concpet of Blue Earth.Blue Earth is being restricted to ponded basins and lake beds. ADDITIONAL DATA: Refer to MAES Central File Code No. 1135 for results of some laboratory analysis of a representative pedon of this series. BLUE EARTH SERIES The Blue Earth series consists of very deep,very poorly drained soils that formed in coprogenous earth in postglacial lakes and flood plains.Slopes range from 0 to 1 percent.Mean annual precipitation is about 711 mm(28 inches).Mean annual temperature is about 9 degrees C(48 degrees F). TAXONOMIC CLASS: Fine-silty,mixed,superactive,calcareous,mesic Mollic Fluvaquents TYPICAL PEDON: Blue Earth mucky silty clay loam with a plane level slope in the bottom of a former postglacial lake; cultivated field. (Colors aze for moist soil unless otherwise noted.) Ap--O to 25 cm(0 to 10 inches);black(lOYR 2/1)mucky silty clay loam(coprogenous earth),dark gray(SY 4/1)dry;weak fine granular structure;very friable;few snail shells and fragments of snail shells;slightly effervescent; slightly alkaline; abrupt smooth boundary. [20 to 30 cm(8 to 12 inches thick)] Cg--25 to 173 cm(10 to 68 inches);very dark gray(lOYR 3/1)mucky silty clay loam (coprogenous earth),very dark gray(SY 3/1)clay loam,and dark olive gray(SY 3/2) clay loam;few fine prominent dark brown(7.SYR 3/2)and few fine dark reddish brown (SYR 3/2)Fe concentrations;massive with distinct bedding planes;very friable; snail shells ranging from few to many in different parts; strongly effervescent; slightly alkaline. 2Cg1--173 to 183 cm(68 to 72 inches);dark olive gray(SY 3/2)clay loam;massive; friable; few snail shells;strongly effervescent;slightly alkaline; clear smooth boundary. 2Cg2--183 to 203 cm(72 to 80 inches);very dark gray(SY 3/1)clay loam;massive; friable; coxnxnon snail shells; strongly effervescent; slightly allcaline. TYPE.LOCATION:Martin County,Minnesota; about 9 miles south and 7 miles east of Fairmont; about 472 m(1,550 feet)east and 30 m(100 feet)south of the northwest corner of sec. 28,T. 101 N.,R.29 W.;USGS East Chain quadrangle;lat.43 degrees 31 minutes 44 seconds N. and long. 94 degrees 19 minutes 16 seconds W.,NAD 27. RANGE IN CHARACTERISTICS: The thickness of the coprogenous earth and the depth to loamy glacial till or glacial lacustrine sediments ranges from 76 cm(30 to more than 203 cm(80 inches).Free carbonates aze in all parts of these sediments.The coprogenous earth contains from 0 to 25 percent by volume of shell fragments. The Ap or A horizon has hue of lOYR,2.SY,SY or neutTal,value of 2 or 3 and chroma of 0 to 2. It is mucky silty clay loam,mucky silt loam,mucky silty clay,silt loam or silty clay loam. Some pedons have muck(sapric)surface layers less than 20 cm(8 inches) thick. The Cg horizon has hue of lOYR,2.SY,SY or neutral,value of 2 to 4,and chroma of 0 to 2. It is silt loam,silty clay loam,loam,or clay loam, or mucky analogues.The sand HAMEL SERIES � The Hamel series consists of very deep,poorly drained and somewhat poorly drained soils that formed in slope colluvium and glacial dll 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 subangulaz 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 thicl�ess of A horizon is 14 to 30 inches.) AB--16 to 24 inches;very dark gray(lOYR 3/1)clay loam,dazk 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 dazk grayish brown(2.SY 3/2)clay loam,grayish brown (lOYR 5/2)dry;many fine prominent brown(7.SYR 4/4)Fe concentrations;moderate medium prismatic stzucture;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 comer 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 cazbonates range from 30 to 65 inches.The mollic epipedon thiclmess 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 lOYR 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 1 OYR,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 alkaline 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 v'g_lle, Clackamas,Cordova,Forestcitv,Jameston,Maren�o,Millgrove,Navan, Nosoni,Rensselaer,and Westland soils.The Alvada series(Tentative-OI-�is not in the OSD file at this time.The Barry,Berville,Brookston,Cordova,Mazengo,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 Jamestown 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 Hayden and Lester soils.These soils are well drained and are on the higher lying,gently sloping to very steep slopes. DRAINAGE AND PERM�ABILITY: 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. 1 ( 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 aze: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. i f ! . + i a i i ! ! } � i � e i � 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 subangulaz 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 fragxnents;neutral (pH 7.0 in KCl);cleaz 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 comer 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 layers have hue of lOYR,7.SYR,or SYR,value of 2 to 3, and chroma of 1 to 3, or is in 2.5/0.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 aze the Adrian, Carbondale,Greenwood,Linwood, Lupton,Palms,Rifle,and Willette series.Carlisle soils derived dominantly from woody materials and contain an average of 15 to 30 percent woody fragxnents in the control section.Lena soils contain free carbonates throughout.Peteetneet soils are massive or platy in bottom tier,aze on elevations of about 4,500 feet,and ate substantially drier in 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. GEOGRAPffiC 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 temperature is about 48 to 53 degrees F. GEOGRAPHICALLY ASSOCIATED SOILS: These aze 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 aze 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 PERM�ABILITY: 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 pasture. Common crops are onions,letluce,potatoes,celery,radishes,carrots,mint,and some com.Native vegetation was primarily of marsh grasses, sedges,reeds,buttonbrush, and cattails. Some water-tolerant trees were near the mazgin 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 lazge extent. MLRA OFFICE RESPONSIBLE: Indianapolis,Indiana SERIES ESTABLISHED:`Roscommon County,Michigan, 1924. � REMARK.S: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) lustic 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(MAAT>50),MI0383 (FREQUENTLY FLOODED). Transect data(T98-MI-003)is on file in MLRA project office,Plymouth,Indiana. Transect shows 100 percent Houghton. , � 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-loaxny,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 aze 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 subangulaz blocky structure;friable;many fine roots; about 3 percent gravel; slightly acid; abrupt smooth boundary. (6 to 10 inches thick) Btl--7 to 21 inches;brown(lOYR 4/3)clay loam;moderate medium subangular blocky structure;fum;many very fine roots; common very dark grayish brown(lOYR 3/2)clay films on faces of peds and few very dazk 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 dazk grayish brown (lOYR 4/2)clay filxns on faces of peds and few very dark brown(lOYR 2/2)organic coats on faces ofpeds;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 subangulaz blocky structure;friable;few fine roots; common very pale brown(lOYR 8/2)carbonate threads;about 2 percent gravel;violently effervescent; slightly allcaline;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;friable;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 aze loam or clay loam,but sandy loam,fine sandy loam,or silt loam is within the range. They range from moderately acid to neutral. The Bt horizon has hue of lOYR or 2.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 sometixnes 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 allcaline.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 alkaline or moderately allcaline.Relict redoximorphic features are present in some pedons. COMPETING SERIE5:These are the�,Argyle,Baltimore,Bassett,Bloomin�, Caleb,Dowa '�ac,Dunbrid�e, Gara, Koronis,Lauramie,Lon lg ois,L�k,Mohawk. Neda,Newcomer,Oneco, Orwoo Racine,Razort, Sebbo,Taoni,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 conirol 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 conf�ol section.Dunbridge,Waucoma,Newcomer and Winneshiek soils have sola terminated by bedrock at depths above 60 inches. Gaza 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 appazently are inherited from dazk 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. GEOGRAPffiCALLY ASSOCIATED SOILS: These include the Cordova,Dundas, Glencoe,Hamel,Hou hg ton,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, i � Houghton,Klossner,and Muskego soils aze 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 PERMEABILITY: 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 aze:mollic , subgroup-the zone from the surface to 7 inches(Ap horizon);azgillic 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. � r THE TECHNICAL DOCUMENTATION SECTION Wetland Definition , , 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 saturated soil conditions; and (3) under normal circumstances, support a prevalence of hydrophytic vegetation." 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 prernise 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 orNot I Permanently Inundated 100% �undation>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 >25-75% Wetland Saturated N Seasonally Inundated Or <12.5- Wetland Saturated 25% Irre ularl Inundated or Many areas having these V g y >5-12.5% hydrologic characteristics Wetland(if hydrophytic veg.and hydric Saturated soils also present are not wetlands Intermittently Or Never o Areas with these � Inundated Or Saturated �5/o hydrologic characteristics Not are not wetlands - A-1 i � 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 approximately 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 I6 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 climate 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 two 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 � ' PC Exhibit D Minnesota Wetland Conservation Act Notice of Application Local Government Unit(LGi� , Address Minnehaha Creek Watershed District 18202 Minnetonlc�Blvd Deephaven,MN 55391 , 1.PROJECT INFORMATION Applicant Name Project Name Date of Application Marlc J.Nelson 400 Willow Drive South Application Number 9/19/11 W11-18 . . T e of A lication(check all that a 1 ): �Wetland Boundary or Type ❑No-Loss ❑Exemption ❑ Sequencing ❑Replacement Plan ❑Banking Plan Summai and descri tion of ro osed roject attach additional slieets as necess Mark J.Nelson has applied for approval of wetland boundaiy&type at the parcel located at 400 Willow Ditive South in the city of Orono(PID#03-117-23-23-0014). The application was received on September 19,2011 and completed on October 3,2011. The delineation was performed by Svoboda Ecological Resources on September 9&13,2011. The bounda�y will be reviewed in the field by MCWD staff. Please note the delineation report erroneously states that the 2007 Midwest Regional Supplement was used to delineate the parcel. The 2010 supplement&associated data sheets were used for the delineation per phone . conversation with Brian Burgner(Svoboda Ecological Resources)on September 29,2011. . 2.APPLTCATION REVI�W AND DECISION Signing and mailing of this completed form to the appropriate recipients in accordance with 8420.0255, Subp. 3 provides notice that an application was made to the LGU under the VJetland Conseivahon Act as specified above. A copy of the application is attached. Comm.ents can be submitted to: Name and Title of LGU Contact Person Comments must be received by (minimum 15 Catherine Bach business-day comment period): DistricE Technician November 1,2011(4:30 PIV� Address(if different than LGU) Date,time,and location of decision: 18z02 Minnetonlca Blvd A decision will be made following field revie�v Deephaven,MN 55391 of the delineation and completion of the comment period. . Phone Number aud E-mail Address Decision-inaker for this application: � (952)641-4504 � Staff cbach@minnehahacr.eek.org ❑Governing Board or Council Signature: Date: V II I BWSRForms 7-1-10 Page 1 of2 r � 3.LIST OF ADDRESSEES � SWCD TEP member: StACey Lijewslu—stacey.lijewslu rr co.hennepin.mn.us . � BWSR TEP member:Lynda Peterson—lynda.peterson n(��state.mn.us ❑ LGU TEP member(if different than LGU Contact): ❑ DNR TEP member: � DNR Regional O�ce(if different than DNR TEP member):Melissa Doperalslci— Melissa.Doperalslci rr state.mn.us � ❑ WD or WMO(if applicable): - � Applicant(notice only)and Landowner(if different):Marlc J.Nelson—marlc,nelson@roche.com � Members of the public who requested notice(notice only): Consultant: Svoboda Ecological Resources(David Haar)—davidh@gpsinnovations.com City: Christine Mattson—cmattson@ci.orono.mn.us � Corps of Engineeis Project Manager(notice only):Melissa Jenny—Melissa.m.jenny@usace.army.mii ❑ BWSR Wetland Bank Coordinator(wetland bank plan applications only) 4.MAILING INFORMATION ➢For a list of BWSR TEP representatives:www.bwsr.state:mn.us/contact/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 'onal Offices: NW Re�; NE Reeion: Central Region: Southein Reeion: 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 BirchmontBeach Rd.NE 1201 E.Hwy.2 1200 WarnerRoad 261 Hwy.15 South Bemid'i,MN 56601 Grand Ra ids,MN 55744 St.Paul,MN 55106 New Ulm,MN 56073 For a map of DNR Administrative Regions,see:http://files.dnr.state.mn.us/aboutdnr/dnr re 'ig ons.pdf ➢For a list of Coips of Project Managers:vvvvw.mvp.usace.arm .� u� latorv/default.asp?pa�eid=687 or send to: ' • ➢ � US Army Coips of Engineers St.Pau1 District,A'I"IN:OP-R 180 Fifth St.East, Suite 700 St.Paul,MN 55101-1678 � ➢Bor Wetland Bank Plan applications,also send a copy of the application to: - Minnesota Board of Water and Soil Resources VJetland Bank Coordinator � �520 Lafayette Road Noi�th � • St.Paul,MN 55155 � 5.ATTACffiV�NTS � • In addition to the application,list any other attachments: . ❑ . ❑ • ❑ ' ❑ • BWSR Forms 7-1-10 Page 2 of 2 , r VV l�F ICJ • . • � • � � �• . � � � • � • . • � •� • i• • . . 1. Project/Site information D � � � O � � ; Project/Site Name: 400 Willow Drive South Local Government Unit: MCW . ' SEP � 9 2011 Location (address and/or T, R, Sec.): T117N R23W S03 2. Applicant Information Applicant Name: Mark J. Nelson Address:809 Halsey Avenue SE �ity,state,Zip: Buffalo, MN, 55313 E-mail: mark.nelson@roche.COt11 Phone: (763)477-6451 � 3. Agent/Consultant Information Company Name (if applicable):SER Contact Person: David Haar . • Address: 25580 Nelsine Drive city, state,zip: Shorewood, MN, 55331 E-mai�: davidh@gpsinnovations.com Phone: (952)471-1100 4: Description of Request Check all that apply: �Wetland Boundary (must attach wetland delineafion report) �Wetland Type (Eggers& Reed and/or Circular 39 type) ' 5. Signature , By signature below,the applicant requests a determination from the Local Government Unit under Minnesota Rules 8420.0225 on the submitted wetland boundary and type information in this application. The applicant also affirms that they are the owner of the subject property or have permission from the landowner to pursue this determination. ���vr-���.�u.- � � �5 l f I Applicant or Authorized Agent Signature Date Important Notes: • The applicant may be required to submlt multiple copies of the repo�nformation to the LGU.The LGU may require the applicant�o submit copies directly to Technical Evaluation Panel Members. Check w/th your LGU regarding t►�eir submlttal requirements. • The LGU decision must be made in compliance with Minnesota Statutes, section 15.99. For LGU use only SEP 19 2p11 Date Received; Page 1 of 1 BWSR Wetland Boundary/Type Application Form 11/10/OB ' �'orrens vs. Abstract-Frequently Asked Questions—Hennepin County,Minnesota PC Exhibit E _.,.- --._. ..---- . �D.,SHBP.E__�b'L�',., Torrens vs. Abstract - Frequently Asked questions What does the word"Torrens"mean? The word"Torrens"is used generally to designate a system of registration of title to land.Land In Minnesota which has been"registered"pursuant to(a)an Order and Decree of Registration issued by the district court,or(b)a Directive re9arding possessory title issued by the Examiner of Titles,is commonly called "Torrens Land."The owner of re9istered land is sometimes said to have"TOrrens Title."The system of land registration is named after Sir Robert Torrens,an Australian,who devetoped the idea of land ownership conclusiveiy evidenced by a Certificate of Title.In Minnesota Certificates of Title are issued by an official called ' the County Re9istrar of Titles.Land whfch has not been registered is commonly called"Abstract Land"because the evidence of the ownership of such land is typically contained in a document called an"abstract"prepared by a licensed abstrect company. � What is the"TOrrens DepartmenY'? A person referring to the"Torrens Department"may actually intend to refer to either(a)the Examiner of Titles office or(b)the Registrar of Titles office.The Examiner's office handles dfstric[court Torrens cases,conducts hearings,issues Directives and Certifications,and provides legal advice and assistance to the Registrar's office.The Registrar's office receives real estate documents(e.g., deeds,mortgages,Iiens)for filing and issues Certificates of Title. Who is the Registrar of Titles? Documents affecting title to real estate(e.g.,deeds,mortgages,liens)in Hennepin County are flled(a)in the office of the Hennepin County Recorder If the real estate is"Abstrad Land"and(b)in the office of the Hennepin County Registrar of Titles if the real estate is"Torrens Land."The same official who serves as the County Recorder also serves by law as the Registrar of Titles. What is a Certificate of TiYle? When land has been registered,that is,brought into the"TOrrens System"the Registrar of Titles issues a Certificate of Title containing the name of the owner,a description of the land and a desaiption of all encumbrances,liens and interests in which the es[ate of the owner is subject. http://hennepin.us/portal/site/HennepinUS/menuitem.b 1 ab75471750e40fa01 dfb47ccfU64... 10/13/2011 J t � RUN DATE: 9/19/Z011 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIST) PC Exhibit F 38 03-117-23 21 0009 38 03-117-23 23 0006 38 03-117-23 23 0009 STATE OF MINN D&D LEWIS J C MUELLER&K K MUELLER 38 ADDRESS UNASSIGNED 2355 ABINGDON WAY 2240 ABINGDON WAY DNR REAL ESTATE MGMT D&D LEWIS JOHN C&KIMBERLY K MUELLER ATTN DEBBIE GURTIN 2355 ABINGDON WAY 2240 ABINGDON WAY 500 LAFAYETTE RD LONG LAKE MN 55356 LONG LAKE MN 55356 ST PALTL.MN 55155 38 03-1]7-23 23 0010 38 03-117-23 23 0013 38 03-117-23 23 0014 J T BAKKEN&L L SHAW ABINGDON GLEN ASSOC ARTHUR 7 NELSON ET AL 2290 ABINGDON WAY 38 ADDRESS UNASSIGNED 400 WILLOW DR S JEFFREY BAKKEN&LINDA SHAW ABINGDON GLEN H�INRS ASSN ARTHUR J NELSON 2290 ABINGDON WAY C/0 RESIDENT OF 2205 400 WILLOW DR S LONG LAKE MN 55356 2340 ABINGDON WAY LONG LAKE MN 55356 LONG LAKE MN 55356 38 03-117-23 23 0015 38 03-117-23 23 0016 38 03-1]7-23 24 0012 MARGARET M P MERKOW JOHN M&CAROL J BUSACKER RICHARD C&BRITI'L GAGE 2340 ABINGDON WAY 2380 ABINGDON WAY 2180 ABINGDON WAY MARGARET M P MERKOW JOHN M&CAROL J BUSACKER RICHARD C&BRITT L GAGE 2340 ABINGDON WAY 2380 ABINGDON WAY 2180 ABINGDON WAY LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356 38 03-117-23 31 0001 38 03-117-23 31 0005 38 03-I 17-23 32 0011 445 BROWN RD SO LLC G A EBBECKE ETAL RICHARD JR&DEBBIE PERRY 445 BROWN RD S 2180 FOX ST 440 WILLOW DR S 445 BROWN RD SO LLC GEORGE A EBBECKE RICHARD JR&DEBBIE PERRY 440 2ND ST 2180 FOX ST 440 WII,LOW DR S EXCELSIOR MN 55331 LONG LAKE MN 55356 LONG LAKE MN 55356 38 03-I 17-23 32 0012 38 03-ll7-23 32 0013 . 38 03-117-23 32 0014 WII.LIAM P&CYNfHIA J BOWMAN KARAYN R CUNNINGTON TRUSTEE A MYHRAN&L M MYHRAN 450 WILLOV✓DR S 2300 FOX ST 2280 FOX ST W7LLIAM P BOWMAN KARAYN RAE C[JNNINGTON ANDERS MYHRAN CYNTHIA J BOWMAN 2300 FOX ST 2280 FOX ST 450 WILLOVJ DR S LONG LAKE MN 55356 LONG LAKE MN 55356 LONG LAKE MN 55356 38 03-117-23 32 0017 38 03-I 17-23 32 0018 38 03-117-23 32 0019 EDGE MOOR LLC EDGE MOOR LLC RANDALL 7 HOGAN/SARA G HOGAN 500 WILLOW DR S 540 WILLOW DR S 2260 FOX ST RANDALL HOGAN&SARA HOGAN RANDALL HOGAN&SARA HOGAN RANDALL J HOGANlSARA G HOGAN 2260 FOX ST 2260 FOX ST 2260 FOX ST ORONO MN 55356 ORONO MN 55356 LONG LAKE MN 55356 38 04117-23 14 0001 38 04-117-23 14 0002 38 04117-23 14 0003 STATE OF MINNESOTA ANN K CARPENTIER ET AL WILLIAM R PRIEDEMAN JR 38 ADDRESS UNASSIGNED 305 WILLOW DR S 405 WILLOW DR S DNR REAL ESTATE MGMT ANN K CARPENTIER WILLIAM R PRIEDEMAN JR ATTN DEBBIE GURTIN 305 WILLOW DR S 405 WILLOW DR S 500 LAFAYETTE RD LONG LAKE MN 55356 LONG LAKE MN 55356 ST PAUL MN 55155 :,._:t.�. . RECEII/ED _ . � � , � SEP 21 2011 ' � cinr oF a�a�t� . ' � ! a RUN DATE: 9/19/E011 HENNEPIIV COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIS'I) PAGE: Z 38 04-117-23 41 0012 SHAYNE ANN ERNZER 505 WILLOW DR S SHAYNE ANN ERNZER 505 WILLOW DR S LONG LAKE IvIIV 55356 I CERTIFY THAT THE FACTS REPRESENTE ARE AN�tCC ND TRUE REP .SENTATION OF INFORMATION AS 1T APPEARS THIS DATE ON THE ORD. �HEl' E C T CP YER SERVICES DEPARTMENT. , DATE: SEP � q ZO�I BY� � � �• � � �� � RECEIVEQ �� . � � � ` � SEP 21 ZO11 :�°� -' CITY OF ORONQ '� �' � � � �r PC Exhibit G ��- Hennepin County Mailing Label Map Provided By:Taxpayer Services Department � 97 �"'".�...."�..''•�--. -�...,...,�..,.,.:-.P.....� � I5? .'g� tgl ��� ,�, 1 j ._ f�) ; (51 (' - �7 , ` j . . 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Selected Parcels �,� /L�L7� i•.!{'/Li� i':a��a EtENNEPrIN� �ir� r '�;•,! - �� SEP 21 2 011 =.f� � CITY OF ORONO "� . '� � To: Chair Schoenzeit and Planning Commission Members lessica Loftus, City Administrator i ,t ;� r` ,� From: Melanie Curtis, Planning &Zoning Coordinator -` '-' �,. : Date: 12 October 2011 Subject: Planning Commission Liaison Schedules ----------------------------------------------------------------------------------- At the October work session we discussed creating a schedule for Pianning Commissioner attendance at City Council meetings. The following is a proposed scheduled for the remainder of 2011 and a schedule for 2012. 2011 Meeting Date Representative October 24 loren Schoenzeit November 14 Jon Schwingler November 28 John Thiesse December 12 Kevin Landgraver 2012 Meeting Date Representative January 9 Lizz Lavang lanuary 23 Kevin Landgraver February 13 Denise Leskinen February 27 Loren Schoenzeit March 12 Jon Schwingler March 26 lohn Thiesse April 9 Open April 23 Kevin Landgraver May 14 Lizz Lavang Tuesday,May 29 Denise Leskinen lune 11 Loren Schoenzeit lune 25 Jon Schwingler July 9 John Thiesse July 23 Open August 13 Kevin Landgraver August 27 Lizz Lavang September 10 Denise Leskinen September 24 Loren Schoenzeit Tuesday, October 9 Jon Schwingler October 22 John Thiesse Tuesday, November 13 Open November 26 Kevin Landgraver December 10 Lizz Lavang Planning Commission Action Requested Motion to approve schedules for ptanning commission member attendance at the 2011 and 2012 City Council Meetings.