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Home My WebLink About01-17-2012 Planning Commission Packet PUBLIC ATTENDANCE MEETING DATE ! � } �� ,*---- ❑ COUNCIL � PLANNING COMMISSION '❑ OTHER Assistive Listening Device available upon request. Please complete the following information for City records. PRESENT FOR(from agenda) NAME (please print) ADDRESS NAME OR NUMBER , / � r 1. IT=�'�� lCtl�f�"� ,' "�j�� t c�'�l- �/3 ��.,��-�l(ll�� -�1',��, �'�;�';' � �,. , _r , � , 2. _+ � ; �'� / i1..i/ �` 4'� '\,� � ._.� v 4L�--�41 �3,. � ' �'y ?� 3. � C ::lj� �j .' � e , , , `� S.)G f�"� !� �� 3 S %�' U�U �;.�j� 4. ,/. ,� � .. � '� �`/ , _! �t.�1 l.. t l I i��- �/;, � �l f ��- 1 ' 7 �� ' � j : .. ' ,. 5. 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V:\(LEGAL FORMS)1(FORMS)\PUBLIC ATTENDANCE.DOC AGENDA City of Orono Planning Commission Meeting for Tuesday, January 17, 2012; 6:30 PM Orono Council Chambers, 2780 Kelley Parkway, Orono, MN 55356 952-249-4600/www.ci.orono.mn.us Council Representative: Aaron Printup � Audience Members: Please sign in for the public record if you wish to address the Planning Commission. The sign in sheet is in the lobby. Memos regarding each of the Agenda items are available in the Public Packet— located in the lobby near the sign in sheet. � Items on the Consent Agenda, including (*) asterisk items, are reviewed in total by the Planning Commission and may be approved through one motion with no further discussion by the Planning Commission. Any items may be removed by any Planning Commission Member, staff member or person from the public for separate consideration. If you wish to remove any item from the Consent Agenda, please state the item number and description of the item. Applicants will be asked to move to the podium to answer questions after staff presents the application. , The Planning Commission is an advisory body to the City Council. If action is taken on any items on this agenda, they will be scheduled for an upcoming City Council meeting. Consent Agenda * 1. Approval of Planning Commission Meeting Minutes of November 21, 2011. Old Business 2. 11-3531 Lori Gherardi on behalf of Wolverton Place, LLC, 4550 Wolverton Place, Subdivision (Staff: Melanie Curtis) New Business * 3. 12-3537 Rodney Burwell, 1100 Millston Road, Conditional Use Permit (Staff: Melanie Curtis) 4. 12-3538 Roberts Residential Remodeling on behalf of Colin & Anna Peters, 3520 North Shore Drive, Variances (Staff: Ben Gozola) 5. 12-3539 Anthony & Surya Rochel, 125 Turnham Road, Variance and Conditional Use Permit (Staff: Ben Gozola) 6. 12-3540 Charles Truwit & Paula Picard, 1105 Ferndale Road West, Variances and Conditional Use Permit (Staff: Melanie Curtis) 7. 12-3541 KC Chermak of Pillar Homes on behalf of Robb &Tina Richter, 3508 Ivy Place, Variances (Staff: Melanie Curtis) � Planning Commission Comments 8. Report of Planning Commission representatives attending City Council meetings on November 26, 2011, December 10, 2011 and January 9, 2012. 9. Other issues for discussion. ADJOURNMENT Sign up for email notifications at www.ci.orono.mn.us—follow links for Stay Connected 8� Email Notifications r , , o I � M � N � : /,',';'i: �,��'� ., _ rr � ��a.- M 1 l _ 11') t ;� •,. � M ti ;,'.,. ' N :,i � � � �>.. :� •��,�^�}l � .+� :. �. - . � � ' - x _ O � Lt. •:•.. .,.; . , ..,. :•,. : •. . � P?� �e8 I�ls � PI � M _ N � _ � � � _ _ � N , '.' �;. , : � �c . �,o . �� S�� .. . rn . M . � . M N __ � � M U'> ('7 � � � �� . v �A � Date Application Received: 10/19/il Date Application Considered as Complete: 10/28/11 120-Day Review Period Expires: 02/25/12 . ; To: Chair Schoenzeit and Planning Commission Members Jessica Loftus, City Administrator From: Melanie Curtis, Planning&Zoning Coordinator ,� � � Date: 9 January 2012 Subject: 11-3531, Lori Gherardi on behalf of Wolverton Place, LLC,4550 Wolverton Place Public Hearing—Subdivision Review Zoning District: RR-1A One Family Rural Residential District(5 acre/200'width) = Existing Lot Areas: 10.05±acres dry � + 0.045±acres wetland . • 10.1±acres total Application Summary: This application contemplates subdivision approval to create one, new � residential 5-acre lot. . ' � 1. Tract A is proposed to contain 5.00 dry, buildable acres. . 2. Tract B is proposed to contain 5.05 dry, buildable acres. � Staff Recommendation: Steff recommends approval of the subdivision subject to the Planning ' Commission's acceptance of the applicant's submitted conservation design analysis. List of Exhibits "Exhibit A- Revised Survey—12/20/11 ' Exhibit 8- Grading Plan Exhibit C- MCWD Notice of Decision—Wetland Delineation Approval & No-Loss Decision Exhibit D- Conservation Design Checklist—Completed by Applicant Exhibit E- Conservation Design Letter—by Applicant Exhibit F- City Engineer Memos Exhibit G- PC Report&Attachments—11/15/11 Exhibit H- Draft PC Minutes—November 2011 . Exhibit l- Orono Natural Resources Inventory& MLCCS Mapping Excerpts ExhibitJ- Chapter 78,Article XII Conservation Design SUBDIVISION REVIEW This subdivision request was presented to the Planning Commission at the November meeting and was tabled. There were outstanding items relating to the required Conservation Design review and analysis as well as a question regarding the dry, buildable area to be resolved in order to complete the staff and Commission review of the request. The Planning Commission held the public hearing and received comments from the public. The comments are reflected in the draft minutes from the November meeting and are attached as Exhibit H. Staff requested a number of items be submitted or resolved • prior to the application appearing back before the Planning Commission. Those items are listed as - follows in bold text: - �� 11-3531 9 January 2012 Page 2 of 5 1) Compliance with the City Engineer's recommendations. The City Engineer recommended the following: a)' The city should request drainage and utility easements 5-feet wide along all interior lot lines and lot lines adjacent to platted property.Ten foot wide easements should be shown along exterior lot lines adjacent to unplatted properties. Update: The applicants have provided an upiiated survey which shows the requested utility and drainage easements. b) The plan shows a wetland along the north lot line and Wolverton Place. The city wetland map shows a Manage 2 wetland along the north lot line and no record of the roadside wetland.The north wetland needs to be buffered according to city ordinance. If the wetland along the road is incidental according to the watershed, no buffers would be required. If the roadside wetland is not incidental,the wetland must be typed using MnRAM to determine the buffer width. ' Update: The survey has been revised to reflect the appropriate buffer and setback around the . northerly wetland. The southerly wetland along the road has been determined by the MCWD to r• be an incidental wetland and therefore not subject to WGA requirements. The area of the ' southerly wetland is considered as part of rhe dry, buildable land for the purpose of the subdivision. - � c) Grading associated with the proposed driveway should be included in the plans.We recommend at least 50 feet of no steeper than 2% grade at the roadway and no steeper than 10% for the remainder of the driveway. � , Update: The grading plan was submitted and has been deemed acceptable. The grading plan � should be shown on the certificate of survey. . 2) Submittal of MCWD approved wetland delineations and functional assessment for all wetlands on the property; Update: See#1b above. This requirement has been met. 3) Confirmation that the property contains a total of 10.0 dry, buildable acres; Update: See update within#1b above. The No-Loss decision relating to the southerly wetland allows the area to be included in the dry, buildable acreage. Based on the No-Loss decision, the property totals 10.05 dry, buildable acres this requirement has been satisfied(proposed Tract A contains 5.00 dry acres and proposed Tract 8 contains 5.05 acres). 4) Submittal of a conservation design plan which meets the requirements of the Conservation Design regulations for review,approval and implementation; Update:the applicant's conservation design plan has been received and is attached as Exhibits D& E. 5) Submittal of a revised subdivision survey indicating standard perimeter drainage and utility � easements as well as conservation, flowage and drainage easements over all wetlands and wetland buffers on the property. Additionally, a 10' trail easement should be shown concurrent � with the requested perimeter D/U easement along McCulley Road. I ,� 11-3531 . 9 January 2012 Page 3 of 5 Update: The applicant's revised survey addresses,all but the flowaqe and drainage easement over the northerly wetland. Lot Layout and Lot Standards The property is located within Foxfyre Estates and is bordered by McCulley Road on the west,Wolverton Place on the south, and on the east by Chippewa Third Addition. The Painters Creek development exists across the Luce Line to the south. According to the RR-1A Zoning District standards, each of the lots must contain 5.0 dry acres and meet a 300' width requirement at the road or the 100-foot principal building setback. ' Based on the revised survey and information,the proposed lots lay out as follows: Proposed TractA: The subdivision will result in ±677 feet of frontage along Wolverton Place for Tract A. There are a total of 1,970 square feet of jurisdictional wetlands on the property. A 0.045 acre Manage 2 wetland is situated along the northern property line. As proposed, and until modified by the MCWD, the property is will have 5.00± acres dry, buildable land. Potentially, all of the required RR-1A district lot line setbacks can be met. � Proposed Tract 8: This lot is proposed with ±474 feet of frontage along Wolverton Place, contains 5.05± dry acres in area as well as the existing home. The existing home on the property is proposed to remain at this time. The access to Tract B is currently via the existing driveway which cuts through proposed Tract A. The applicants have shown a proposed driveway to be built entirely on the Tract B property. All required RR-1A setbacks are currently and can reasonably be met if this lot is redeveloped with a new home. Additionally, the November planning report (Exhibit G) detailed how the proposed development met or conformed with the 2010-2030 CMP, the RR-1A zoning district requirements and septic regulations as well as the relationship to the surrounding developed properties. Wetlands on Site and/or Impacted There is one wetland on the property on the northern property line of Tract A is shown on the City's wetland map as a Manage 2 wetland requiring a 25 foot buffer and is approximately 1,970 square feet in. area. The two wetlands along Wolverton Place are not shown on the City's wetland map and total 9,965 square feet (0.22 acre). The MCWD approved the delineation report and issued a No-Loss decision regarding the wetlands along Wolverton Place classifying them as incidental ditch wetlands and not subject to WCA or the City's buffer requirements. The City will require a Flowage and Conservation Easement over the northern, jurisdictional wetland and 25-foot buffer on the site. Additionally, the � applicant must submit a vegetation management/landscape plan for the buffer area as detailed in John Smyth's January 9, 2012 memo. Wetland signage is also required. Signage is available for purchase at the City offices. Submittal of the wetland coordinates in a digital format and an additional $2,000 escrow will be required as a financial guarantee for the required buffer improvements prior to the � recording of the subdivision. • • Road Layout and Standards � One driveway currently serves the property; the applicant is proposing to re-use the existing driveway for Tract A and to create a new driveway to access the home in Tract B entirely on the Tract B property. i':., i � 11-3531 9 January 2012 Page4of5 Driveway plans have been reviewed and approved by the City engineer. The plans must be placed on the final certificate of survey prior to recording. , Park/Trail Easement/Fees or Dedication Needed Orono's Comprehensive Plan indicates that a future trail is proposed along McCulley Road. The City has not determined on which side of the road the trail might be developed. The applicant's revised survey reflects a 10-foot wide easement concurrent with the existing drainage and utility easement along McCulley for future trail purposes. The Park Fee is determined as 8% of the fair market value of the land being subdivided, or a maximum of$5,550 per residential dwelling unit.The City Assessor provided staff with a fair market value estimate for this property which results in the application of the maximum per dwelling fee.Staff has determined that as there will be one new dwelling site,the total Park Fee will be$5,550. Stormwater and Drainage Improvements The 10.1 acre development is subject to the 5-acre Stormwater and Drainage Trunk Fee. The total SWDT Fee for this property is$2,660 per acre x 10.1 acres=$26,866. Utility Locations and Availability � The subject property is not located within the Metropolitan Urban Service Area (MUSA); sewer service is � not available to these properties. The properties are proposed to be served by septic systems and private wells. All septic systems must be located 20' from all property boundaries, 20' from structures, hardcover and the delineated edge of wetlands. Private wells shall be setback 3'from structures and 50' from septic systems. Rural Oasis,Conservation Design&Woodland Impacts The property consists of an open hillside with perimeter trees and three wetland bodies. The Rural Oasis Study and Conservation Design Master Planning process has been formulated to help determine on a case-by-case basis what natural values should be preserved. The purpose of Conservation Design is to preserve and enhance Orono's identified ecological/aesthetic character by requiring: (1) protection and enhancement of drainageways and water quality; (2) protectiorr and enhancement of ecological communities; (3) reinforcement and establishment of ecological connections throughout the city; (4) augmentation and preservation of viewsheds including corridor enclosure and buffering; (5) preservation and improvement of views; and (6) preservation or reinterpretation of local landmarks. Conservation Design is defined in the ordinance as follows: Conservation design means a two-phased approach to design and development that maintains or improves ecological assets, provides infrastructure that works with the land, and incorporates people's instinctive desire to experience nature. Some conservation design strategies include: identifying and avoiding sensitive natural features, planning roads along contours, allowing lots to border natural open space, integrating ecologica!stormwater management, using smaller lots, and educating developer and buyers about the ecological values of the landscape. The first phase entails an inventory and analysis of the potential development site's natural features, existinq land uses, and wetland delineation. The second phase entails analyzing the design implications of the findings from the initial phase, alternative stormwater design, and a conceptual design for road and lot layouts. I J 11-3531 9 January 2012 Page 5 of 5 Issues for Discussion Conservation Desi�n: Attached to this report as Exhibit I are table of contents and map excerpts from the Orono Natural Resources Inventory and Minnesota Land Cover Classification System Mapping (NRI) document. The NRI is one of the resource documents available to the City, developers and land owners to utilize when conducting a conservation design analysis. The applicant has submitted their response to the City's request for a conservation design analysis and plan consisting of the City's review checklist and a short letter. The applicant's conservation design submittal appears to indicate there are no natural resources present on the subject property to be enhanced, preserved or protected. However it is difficult to ascertain their conclusions without a detailed analysis. The applicant has not referenced specifically how the subject property is classified within each of the NRI maps. The submitted conservation design materials appear to be lacking critical elements such as detailed reporting and analysis of the site's natural values and visual documentation such as photographs which illustrate existing viewsheds, etc. Further, while invasive species (buckthorn and reed canary grass) have been identified no plans for removal and maintenance have been contemplated. Please see the City Engineer's memo regarding the submitted conservation design review. � Staff Recommendation The proposed subdivision meets the minimum requirements outlined within �the RR-1A zoning district standards as well as the subdivision requirements for the creation of a new, buildable lot. Separate easement documents are required to be submitted to convey the appropriate easements. The conservation design analysis and conclusions submitted by the applicant appear to suggest the property is a what-you-see-is-what-you-get site with little to no worthwhile natural value based on the conservation design standards. The Planning Commission should consider the submitted conservation design analysis and determine if sufficient information has been provided to satisfy the conservation design analysis requirements. If so,and the Commission agrees with the "conclusions" of the applicant's report which seem to indicate a lack of existing natural value within the site, a motion to approve the subdivision should be considered. If not,the applicant should be so directed. , _ . \ . �� `/ � I � co � Q o \\ \ in � — — � — — � — — — — / �,� � � __ � � .3 . � ��/' - -- — ' / � . i� \ � � - ,,; .__ --_ -- ---- --- � �� \ W /. 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' � < . . m . . . $ "� � a . p � o �� # u N + � . � �� o �� . � � ym m� � 4� o� � �� L �C oy . � � � �� N� . �� g 9 � � � �$ � � � � �° �m�+ _ e � �� q � ' b g� �� $�y$ �� C� �� F Z 4 Z Z . -csK'm S� � � 5 m � � T N �� 8 � � ��? �v s � a �� 0 D � � � � � � z , g � $ � � OESIGNED: GLD DATE REVISIONS: -� A WOLVERTON PLACE � �M�Y CIX1M'TUT 7M9 PLW,�EGFlCA710N. � D Heilly Engineering Inc. ��r wns artESUao er ue on wwe ur. � ORONO,MINNESOTA ��+�TM^r i�u ou�v uce+go n o � 625 Lake Dr. W DRAWN BY: LCD ST�P"��°��T��"��""s°F� X O . +o P.�. BOX ��23 c�wD'HeUlv � -� s SITE &GRADING PLAN Annandale, MN 55302 CHECKED BY: � + � Phone(320)224-1169 . r► PRELIMINARY CONSTRUCTION PLANS DATE: REG.N0.22428 � h Certificate of Survey � . Prepared for: L ori Gh erard i I a, ' � o Edge of Wetlond�� -N line of SW%, Prpp. Trai! to �O�/Exisf. � � S 89 56'10" W.�67�3 93 (plat) �� Henn�epin Cou��y,2MN � Ea�sement-�� D&U �'•_�•-�• �. Deline ted• We�T'a'� � S4831'59" W�--`-�" T - - - - - ,— '� . . - - - - - -� 1 89.40 (plpt� \`� •`�_.�._� _._.� _._._ – _��•1 ,{\'�.�•�`Ed�e �of Wetland � � T� 1 `� �•� • �-Wefland Buffer & � I 1 Qi�; \a-Exist. � ? 1'��'� �.` V I�Drainage Easemenf Line N Y � D&U P�oposed- � }� ''�•�' �•� �Wetland Sfructural Sefback �� 5p �p �ai�• i o , „ I j P \ Drivewoy i i--Bit. OPivewoy---, T S89 56 10 W , . ._ .A(�G/ � � �.�M Access � i (to be abandoned�� ¢4.07 _ 1 � ,,.: y� i (Opfion 1)� 1 I � � — — — — — � I p \ �\\� B ' ��i�ewo i � �� I ; `�D&U Playground--� I \�N�':\� \ P�oposed_ � f � -� � ---� Bif. (underlain) � I ��cr. �\ Drivewoy ~I j � � oo Driveway y . Access � ( � (to be 1 p�N I (Op tion 2) (� �� rem ain) I ------------- 327.3 --- '------W-►J I -. ' � ' � • � O � J I - I � I � 4p1�� I � � , -- 100 ---►I � I � Proposed Troct I A Z ^ _.� _ 50 � I � � � Conc. I O (5.�5 A c.� Drive <t- - �.' - �pp -- , onc�ete=� � � I � �. - 104.f -- � '\ � y 2 _ � I o � j I P foP• . s3s _ E xist. � � I I � � P�tt�� ' �p a House � \ W \ F` �SeP `D� �>. o �c� , � �I �t- 1, '��o \ . �. +� � U' ---- 1.�7�F--- ;�' \��j\\ \ o.., O `�/ . � � w W \\ c�J ��.� <y �� •�X �5' / y�o� °� N \N ��o \o ' ' � � I � L`�e� �I O �` �d �'� �o, P��p' ry � ��.� Septic-_�_- � v� I Z pO��d �.ti� � Se tl�� S � '� 7 ��tem � � �Propo�� Tract BI � � � � � � � � 8 '� � � � � � �� .�. �S y/ , , . (/ai05 Ac.� - .s � �., o �� .� � ;� 0 7APProx.---�.'�:� i \�� -� . 'y // Drain Field. L 8,� �>-Exist. I \ ' �•�� ¢��` , / (Pe� sketch\ ��. /v�'/� --� 50 - D&U ��\ �� by other) �• c� /� I _ � ` . i \ o j, s� �o �� .� k�g � P�op---a .. �'��,5�.,� � � i I � L se!t � � \ �o�� , , �. . �pt, J � ��O'��, : --� � � � \ �?ss�'SOO �oo i �\\\ • � • � '�p�. � � i � \ � I � � \ � \ \�•� �\ _�ge of WetYand---, � I . i ,� � �. �. . -`� • � • �. - � �;2 2300� � s 8s•3�o'�-��Plac�� I �Op . 232.89 (plat) � - - - - - --�, I \ Hardcover Calcu/ations (sq. ff.): Site Add�ess: 4550 Wolverton P/ace Existing House 6,110 Orono, MN Bituminous Driveway 9,520 Con cre te (fron t) 5,930 • Leaend ' Deck 1,290 , P/D No: 31-i18-23-31-0005 Concrete (�ear) 1,085 • Found /ron Monument p/oyground 1,000 � Existing We/I Misc. Underlain � 2.615 Toto/ Pa�cel Area: 439,830 sq. ft (10.10 Acres) Total Hardcover 27,550 Exist. Existing Droinage & D&U Ufility Easement Tota/ Area 439,830� Notes: Topographic contours on this survey were Percent Hardcover � 6.39' provided by City of Orono for informational Prop. Proposed Droinage & purposes on/y. D&U Utility Easement Wet/ond delineation and proposed septic�c Proposed Tract B Hardcove� (sq. ft.): - - location-information provideel b G ' Existing House 6,110 Remoining 8it. Driveway 4,739 Environmento% PLLC Proposed 8it. Driveway 5,888 DEC 20 20 1 Concrete (front) 5,930 SCALE Deck 1,290 �oo o so �oo zooOR O Concrete (rear) 1,085 P/aygroun d 1,000 Desc�tion (supplied bv client) Misc. Underlain 61 Lot 1, B/ock 1, FOXFYRE ESTATES, Total Hardcover 28,657 1 ineh = 100 feet occo�ding fo the recorded.p/af thereof, • Hennepin County, Minnesota. Subject to Tract B Area 219,915 ony and all eosements of record. Percent Hardcover 13.09 � Bearings based on assumed datum. Job Number: 7357 � � SCHOBORG � hereby certify fhat fhis certificafe of survey was p�epared by me o� under my di�ecf supervision and Book/Page: LL that ! om a duly egistered Land Surveyor under the Survey Date: �0-14-11 LA D SERVICES �aws of the S.t e of Minnesota. Dra win g Nam e: gh erardi-L 1-B 1-FOXFYRE.d wg I^' � �/'"�j f� Drawn by. ' KLB n I Y�. - �i.� ----- ---��?�y��—�---=-- ►r aul B. Schoborg Revisions: f0-18-11, 10-19-11, f0-24-11, " � Dafe: ��s�L�IJ_ Regisfration No. 14700 �0-28-11, 10-31-11, 12-19-11 (eosements) � 763-972-3221 8997 Co. Rd. 13 SE D www.SchoborgLand.com De/ano, MN 55328 "�� 12-20-11 (prop. drivewoy septic, gazebo, hardcove� � 1 �� PC Exhibit I ' Sec. 78-966. Prohibition. (a) It is unlawful for any person to perform or have performed the following land alteration activities without a conditional use permit issued by the council: (1) Remove,fill, use for fill, dredge, store or excavate rock, sand, gravel, dirt or similar earth material within the limits of the city. (2) Fill or reclaim any land by depositing such material or by grading of existing land to elevate or alter the existing natural grade. (3) Build, alter or repair any seawall or retaining wall, or otherwise change the grade or shore of lakeshore property. (b) All land alterations involving filling and grading shall be performed only with clean fill as defined in section 78-1. Granting of such permits is subject to other regulations and prohibitions of this Code and other applicable statutes or ordinances of other governmental bodies. _ (Code 1984, § 10.03(19); Ord.No. 163 2nd series, § 1, 12-8-1997) Sec. 78-967. Exception. � (a) The requirements of section 78-966 are not intended to govern the following land alteration activities: (1) Normal and customary grading in the area of an existing or a newly constructed building, or the grading of the driveway serving such building. ' (2) Any earth movement under 500 cubic yards which does not adversely impact the existing drainage. (3) Grading, filling or excavating of ten cubic yards or less within the shore setback zone of all lakes enumerated in article IX of this chapter. (b) Such grading and earth movement shall be subject to approval by the building inspector at the time of issuance of a building permit, provided that a plan showing proper drainage and protection of adjoining property has been submitted. Where such earth movement is - not being performed in conjunction with a building permit, a separate land alteration permit shall be required. Any unusual land alterations, including earth filling, removal or grading,proposed by a builder shall be subject to a conditional use permit as provided for in this chapter. The following land alterations shall be considered as unusual land alterations: . (1) All excavations for foundations in excess of 12 feet average depth if any amount of the excess material removed below 12 feet depth is to be stockpiled on the site. � �.i � L (2) Any additional fill brought on�site in excess of 500 cubic yards, except for fill required to raise grade for adequate frost footing protection,the intent being that structures shall not be artificially raised above the preexisting surrounding topography. (3) Grading or alterations that would propose any changes in elevations within five feet of adjacent residential lot lines except for drainage swales and ditches. (c) The building inspector shall have the authority to refer any requests for land alteration permits to the city council for review and approval in instances where the land alteration appears to potentially create negative impacts or be not in keeping with the goals and policies of the community management plan. (Code 1984, § 10.03(21); Ord.No. 163 2nd series, § 2, 12-8-1997; Ord. No. 171 2nd series, § 1, 4-4-1998) Sec. 78-968. Permit. An application for a conditional use permit shall be accompanied by a drawing made by a registered surveyor or other competent person showing the location of the proposed excavation or storage and shall state the amount of material which is to be removed, excavated or stored, filled or graded, and such other information as the council may require. Applications shall be filed with the city administrator and shall be accompanied by a deposit to be determined by the city, which will be used to offset the cost of processing the application. Any unused portion will be refunded to the applicant. • (Code 1984, § 10.03(20)) Sec. 78-969. Permit for riprap. (a) Riprap defined. Riprap is rock placed at water level of a lakeshore to prevent erosion of shoreline by water action. (b) Required. The requirements of section 78-966 are not intended to govem the normal and customary riprap of lakeshore property. It is unlawful for any person to riprap lakeshore property within the limits of the city without a permit issued by the city engineer. Any unusual riprap shall be referred by the city engineer to the planning commission and the council for action in accordance with this chapter. (c) Application for permit. An application for such permit shall be accompanied by a drawing showing the location of the proposed riprap and such other information as the city engineer may require. Applications shall be filed with the city administrator and shall be accompanied by a fee in the amount prescribed by the current city fee schedule payable to the city. (Code 1984, § 10.03(22)--(24)) Secs. 78-970--78-1000. Reserved. � , . � PC Exhibit C Minnesota Wetiand Conservation Act � . Notice of Decision � Local Government Unit(LGU) Address . Minnehaha Creek Watershed District 18202 Minnetonlia Blvd � Deephaven,MN 55391 • 1.PROJECT INFORIVIATION � Applicant Name Proj ect Naine � • Date of Application • Lori Gherardi . " ' 4550 Wolverton Place Application Number 10/21/11 Wll-25 (completed - 11/4/11) �Attach site locator map. Ty e of Decision: � � � Wetland Boundary or Type �No-Loss ❑Exemption ❑ Sequencing ' .❑Replacement Plan ❑Banking Plan Technical Evaluation Panel Findin s and Recommendation if an : . ' ❑Approve � � ❑Approve with conditions ❑Deny Summary(or attach): � 2.LOCAL GOVERNMENT UNIT DECISION Date of Decision: 12/15/11 , �Approved ❑Approved with conditions(include below) ❑Denied LGU Findings and Conclusions(attach additional sheets as necessary): A wetland delineation at 4550 Wolvei�ton Place in Orono(PID#31-118-23-31-0005)was performed by Jacobson Envuonmental on October 18,2011. The boundaiy was reviewed in the field on November 1, 2011 by Minnehaha Creek Watershed District(MCWD)staff. Two wetlands were identified on the property(Basin 1 and Basin 2). Basin 1 was determined�to be a, Type 2 wet meadow and Basin 2 was determined to be a Type 2/6 wet meadow/shrub swamp. � A No-Loss decision has also been made because satisfactoiy documentation has been submitted demonstrating that Basin 2 is an incidental wetland and therefore outside the scope of the Wetland Conservation Act. The documentation supports the finding that the construction of Wolverton Place . likely created a drainage impoundment that has since developed wetland.charactei7stics in the area identified as Basin B in the delineation report. The documentation(a 1989 survey from when Wolverton Place was constcucted)is included as an attachment. . The wetland boundaries on the arcel as fla ged in the field and described in the delineation re ort dated BWSRForms 7-1-10 , Page 1 of3 J 1 October 20,2011 &received on October 21,2011 (and more accurately shown on the survey dated October 31,2011 &received on November 4,2011)are approved by the MCWD. The determination of Basin 2 as an incidental wetland is also approved. This decision is valid for five years. A project on this property may require a permit fi•om the MCWD. Foi•Re lacement Plans usin credits from the State Wetland Bank: Bank Account# Bank Service Area County Credits Approved for � Vilithdrawal(sq.ft.or nearest.O1 . , acre) Replacement Plan Approval Conditions. In addition to any conditions speci�ied by the LGU, the approval of a Wetland Renlacement Plan is conditional upon the following: • ❑ Finaucial Assurance: For project-specif'ic replacement that is not in-advance, a financial assurance specified by the LGU must 'be submitted to the LGU in accordance with MN Rule 8420.0522,Subp.9(List amount and iype in LGU Findings). ❑ Deed Recording: For project-spec�c replacement, evidence must be provided to the LGU that the BWSR "Declaration of Resh•ictions and Covenants" and "Consent to Replacement Wetland" forms have been filed with the county recorder's office in which the replacement wetland is located. . ❑ Credit Withdrawal: For replacement consisting of wetland bank credits, confirmation that BWSR has withdrawn the credits from the state wetland bank as specified in the approved . replacement p1an, Wetlands may not be impacted until all applicable conditions have been met! LGU Authorized Si ature: Signing and mailing of this completed form to the appropriate recipients in accordance with 8420.0255, Subp. 5 provides nofice that a decision was made by the LGU under the Wetland Conservation Act as specified above. ff additional details on the decision exist,they have been provided to the landowner and are available from the LGU u on re uest. Name Title Catherine Bach District Technician Signa Date Phone Number and E-mail .12/15/11 (952)641-4504 . cbach@minnehahacreek.org THIS DECISION ONLY APPLIES TO THE MII�TNESOTA�WETLAND CONSERVATION ACT. Additional approvals or permits from local, state, and federal agencies may be required. Check with all , appropriate authorities before commencing worlc in or near wetlands. � , Applicants proceed at their own risk if work authorized by this decision is started before the time period for appeal(30 days)has expired�.If this decision is reversed or revised under appeal,the applicant may be responsible for restoring or replacing all wetland impacts. This decision is valid for three years from the date of decision unless a longer period is advised by the TEP and specified in this notice of decision. • 3.APPEAL OF THIS DECISION • Pursuant to MN Rule 8420.0905, any appeal of this decision can only be commenced by mailing a petition for appeal, including applicable fee,within,thirty(30) calendar days of the date of the mailing of. this Notice to the following as indicated: , . � � Check one: � ❑ A eal of an LGU staff decision. Send ❑A eal of LGU overnin bod decision. Send BWSR Forms 7-1-10 Page 2 of 3 1 1 . - � petition and$_fee(if applicable)to: petition and$500 filing fee to: Executive Director . Minnesota Board of Water and Soil Resources 520 Lafayette Road Noi�th � St.Paul,MN 55155 4.LIST OF ADDRESSEES ' � �) SWCD TEP member: Stacey Lijewslti—Stacey.lijewslti@co.hennepin.mn.us � BWSR TEP member:Lynda Peterson—Lynda.peterson@state.mn.us ❑ LGU TEP member(if different tilan LGU Contact): ❑ DNR TEP member: � DNR Regional Office(if different than DNR TEP member):Melissa Doperalski— Melissa.doperaIslci@state.mn.us ❑ VJD or VVMO(if applicable): . � Applicant(notice only)and Landowner(if different):Lori Gherai•di,2985 Watertown Road, ' • Orono,NIN 55356 � Members of the public who requested riotice(notice only): . Consi�ltant: Jacobson Environmental(Wayne Jacobson)—jacobsonenv@msn.com City: Christine Mattson—cmattson@ci.orono.mn.us � � � Corps of Engineers Project Manager(notice only):Melissa Jenny— Melissa.m.jenny@usace.army.mil . ❑ BWSR Wetland Bank Coordinator(wetland bank plan applications only) }� 5.MAILING INTORMATION ➢For a list of BWSR TEP representatives:www.bwsr.state.rrui.us/aboutbwsr/workareas/WCA areas.pdf ➢For a list of DNR TEP representatives:www.bwsr.state.mn.us/wetlands/wca/DNR TEP contacts.pdf ➢De artment of Natural Resources Re ional Offices: � NW Region: NE Region: Central Region: Southern R�ion: Reg.Env.Assess.Ecol. Reg.Env.Assess.Ecol. Reg.Env.Assess.Ecol. Reg.Env.Assess.Ecol. Div.Ecol.Resources Div.Ecol.Resources Div.Ecol.Resources Div.Ecol.•Resources 2115 Birchmont Beach Rd. 1201 E.Hwy.2 1200 Warner Road 261 Hwy. 15 South NE Grand Rapids,MN 55744 St.Paul,MN 55106 New Ulm,MN 56073 Bemid'i,MN 56601 For a map of DNR Administrative Regions,see:http://files.diu.state.mn.us/aboutdnr/dnr re�ions.pdf ➢For a list of Corps of Project Managers:www.mvp.usace.arm. .iy niUre u� latorv/default.asp?na�eid=687 or send to: � US Army Coips of Engineers � St.Paul District,ATTN:OP-R 180 Fifth St.East, Suite 700 . St.Paul,MN 55101-1678 ➢For Wetland Banlc Plan applications,also send a copy of the application to: Minnesota Board of Watei•and Soil Resources . Wetland Bank Coordinator 520 Lafayette Road North . St.Paul,MN 55155 6.ATTACHMENTS In addition to the site locator map,list any other attachments: � 1989 surve for the construction of Wolverton Place incidental documentation BWSR Forms 7-1-10 � Page 3 of 3 __ • � � 3�1�S Mmneapolis, Minnesotar United States 01 Jul 1993 _ _-, }� r� �/�{�-�,-'(�-{f-�, `� ��. ��H?�'iE?�i#�.�� 'L•' r� CJ�r.}�___ . a.. ' tDU� ' ' _� �V�K/a�ti: .__}__ J "(' ''''{ t �..."tar..�_ , ` . �� . f,r�:.,'�-�--- � ,,T— ��. (� 1e��^-ry,�. � i ;�� f, �'4,;. � w i M• ""r" ��.� , .! � •�• tt , t.� l.J ,�'.�_� � . .s � i`��"M1 � f �^' .,,a�:,. �: t�. —'• � •�•` . � : r s�� t� ' "" '��..,+f�� '.� •.. 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IIf �� I� !I � ii � ;; -�.�� , , �, . �� Ili:li I��R�i�_�,�� i�� i? (.I I;��I ��I► � �� i�f�i� ��I i.� , � /: �� ,,• - � i�; i ` �II � � � , , ' / � � " { j E) (�i ! I il ;!ili I� i !I � I ' � i '� !j i I i { � � � . . 's� I �II;I�li 1!!, i r 1 I � . ':�' I ii I � '� � � {� .�1�I I� � S 1 !� i ! � j �i i ' �� 1 - :_�. y , _ � � iii�t�G I;��i� � .��il � if �s ��r �i ;� � ;��i �i � i";! < <�`� .:3�v� �, �� r il i i i ��1 �i�lf��l �I I � � ; lil I� i It �� `�.. ` � �� f ��i Z� ' ( i � i i � ;, ! E� �� j ��jGi I li I '1 � '` '' ��i(i �i�ii�'i II�.i�; !i I�I ! �i ,ii'� jii!�) ��li) �;�� ( �j i) ,{ ` I � i fr I ( � , � � t��+I� �i �liiiii � II � �'�li � �I�� F � I ' ;! �+ i f�� 1s � i i I��f�� i � � � � ii'�i ! I � � � I ��'�i�t 1 I I �� !I h�i !�I!i� i ,I �' ;li,l!( � ( � i i i �� !� ��F i��F 1l��1��Ii��i(�� t� � i� f�� I��I��1 � i) i � ' I `` ��;r��I i i. �, �. , 1 {. �, .�!j �. .i,iil � !��i�:��t I� rili i;t_I �.1 I I �vii;; i I i.� j 1 i � i � I I, . . i � m�• 1 t m � 1 � r PC Exhibit D City of Orono- Conservation Design Check List BASIC APPLICATION AND PLAN REQUIREMENTS Sec. 78-1634.Application requirements and procedures. _ Item Development Steps Action Item Review and provide written response to the Goals and Policies for Environmental Protection and Natural Resource Management as established in the Orono Community Management Plan and the recommendations contained within the 1' Orono Natural Resources Inventory.The intent is to establish the property's NA ecological connections both within Orono and as part of the regional ecological system. 2. Rural Oasis Study If the property exists adjacent to a documented corridor in the Rural Oasis Study, review and respond to the existing aesthetic and ecological analysis. NA If the properly is not adjacent to a documented corridor in the Rural Oasis Study, developer shall have a qualified consultant prepare a similar analysis and submit it to the city for review.This analysis shall include the documentation of: . a. views, : � b. corridor enclosure, � c. and landmarks through a plan analysis and photographs. NA Deve%per shall be charged a standa�d fee established in the city fee schedule to cover the expenses of the city in hiring a consultant to review the eco%gical site � analysis submitted by the deve%per. 3. Natural Resource Inventory. .Include all of the following elements: a. Review and dacument the MLCCS data pertinent to the site. * b. Tree survey Indude all significant individual trees greater than six feet diameter, and ** stands of trees, identifying tree species and size. c. Wetland inventory and Wetland Buffer � *** Include delineation re orts. d. Topographic survey NA Include existing drainage patterns. — e. Site Analysis . Analysis of the site based on the findings and recommendations of the Orono Natural Resources Inventory with regards to: • Conceptualgreenways and open space corridors; •Existence of rare plant communities; •Potential need for proactive management and protection. C:\Userslmcurtls\AooData\l.om�Miaosoft\Wlndows\Temoorarv Intemet Files\Content.0utlook�ZOZACOSC�ConservaHon Deslan Chedc Llst.doa Paae 1 of 4 ., � Sec. 78-1635. Basic Conservation Design Master Plan requirements and evaluation criteria. Item Conservation Design Master Plan Action Item 4. a. Consideration of the existing drainage system **** b. Stormwater Management Plan Establishment of a stormwater management system, using multi-cell treatment principles, and defining proposed methods of stormwater NA phospho�us reduction c. Invasive Species Removal and Management Plan **** , d. Tree Mitigation and Diseased Tree Plan NA e. Tree Protection Plan �=' Protection of significant tree stands and wood/ands that suppoit scenic and/or eco%gica/goals, including mitigation of any such stands to be **** � impacted by deve%pment activities , f. Wetland Protection and Mitigation Plan � Protection ofexi.st�ing wetlands, induding augmentation ofbuffers, **** mitigation of impacts, and enhancement of degraded systems g. Justification and mitigation of any negative impact to ecolagical communities. ,'Negative impact"includes any modification to a lower level of eco%gical **** community quality, as described by the Minnesota Land Cover Classification System(M 34X Madifiers) h. Define Maintenance of Ecolagical Connections Th�ough site design, as shown on the Orono Natural Resource Inventory NA i. Views Maintenance and protection of existing positive views, and mitigation of any NA existing or proposed negative views using appropriate measures such as — site la out screenin buildin desi n and co%ration etc. j. Landmarks Preservation or reinterpretation of existing landmarks NA C:\Users\mairtls\AUOData\Loral\Mlansoft\Wlndows\Temoorarv Intemet Flles\f�nntent.0utlaok\ZOZACOSQConservatlon Desfan Check Llst.doo� pa�e Z of q r �, DENSITY BONUS STANDARDS � Item Sec. 78-1636. Density bonuses for urban density development. Action Item For residential development in Orono's defined urban area (zoning districts allowing densities in excess of one unit per two acres, and including properties identified in the Orono Community Management Plan for conversion to urban density)within the ranges of the guided density a density bonus may be allowed if the city council finds that the performance bonus requirements of this division have been met.The 5' �city council shall determine the extent of density bonus awarded for such NA . Properties. Example: Properties guided in the Community Management Plan for a density range of two--four units per acre have a base density of two units per acre; � while the high end of the density range is not guaranteed, the city council at its discretion may allow development at a final density of up to four units per acre throu h the erformance bonus rocess. Item �c. 78-1637. PerFormance bonus requirements. NOT REQUESTED Action Item Within the urban density area, developers have the opportunity to increase the base density by going above and beyond the Basic Conservation Design Master Plan requirement. By implementing a combination of development enhancements that 6. not only preserve but improve the natural characteristics of the property or preser've and enhance existing landmarks, the developer shall become eligible for a density bonus.The extent of such density bonus shall be determined by the city ' � council. Development enhancements include but are not necessarily limited to the followin : a. Reforestation beyond existing woodland limits; b. Water quality improvements; c. Improvements in ecological grade of existing communities; d. Upgrading of edge buffering to maximum, or tunneled, character; and e. Major preservation or enhancement of existing landmarks. LONG-TERM PRESERVATION Item Sec. 78-1638. Preservation requirements. Action Item The developer shall establish and implement measures that will ensure the preservation and maintenance of those elements of the development that are determined to require long-term or permanent protection from development or 7. misuse. Such measures may include but are not limited to: conservation NA easements; deed restrictions; private covenants; transfer of ownership to agencies such as the Minnesota Land Trust or the Nature Conservancy, or to the city via dedication, etc. C:\Users\mwrtls\AooData\Local\Mlaosoft\Wlndows\Temoaarv Intemet Flles\Content.0utlook\ZOZACOSQConservadon Deslan('hedc Llst.doa Paae 3 of 4 � Item Sec. 78-1639. Buyer education. Action Item The developer shall establish covenants documenting the elements of the $, development to be protected and how they are to be protected, and shall establish NA a defined pragram for education of the initial purchasers of lots within the — development as to the limitations that affect future use of the properly. Sec. 78-1640. Resources. � The primary references for facilitating the conservation design process include the following: •Orono Rural 0asis Study(DSU, 2005). " •2008--2030 City of Orono Community Management Plan, Chapter 3A--Environmental Protection Plan � (City of Orono, 2009). . •Orono Natural Resources Inventory (Hennepin County Department of Environmental Services/Bonestroo Natural Resources Group, 2006). , •Minnesote Land Cover Classification System (MLCCS). - " *SEE SURVEY DRAWING � � **SEE WETLAND REPORT � ' ***REFERENCE DRAWINGS ****SEE ARTICLE XII RESPONSE ATACHED TO THIS E-MAIL � C:\Users\mcvrtts\AnoData\LocanMklosoft\Wlndows\Temoorarv Intemet Flles\Cvntent.OuUook\ZOZACOSC1Conservatian Deslan Check Ust.dooc - . Paae 4 of 4 , �. 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I o �� -p � 2s�9 �b�Od �m�;�o� m r ` �S �l°��--, ��\ '��~. 'j12Q p0�95i V�,�, e 'c ' �\ \� 1 5}�t°^t '\�� L',��OC _ /. �7,750 � � '� \\ ' ____'� \ � , l> '��.'� �' � ��\ ��.�°�� '� • ! ��o�na.bX.-�'�:v� `9° 5'�'� `I'�.,—:---- f9.830 � \ Drbin�Fidd, L��"DO-/ �,�„�y r �" � .� �� ,'�,c h� • � 14�/��. \ e sketeh� '-�ti`;�._,. . i�� ,�� ` �\ / `�byC ot;f) ��-�'`��7\ �+.�3�p------�^. ��( \�j.�cf �_ �- �6 1)0 I �� `�\ ��S��\��'/�,\ \� � �. `-_ ��`I-► 67 _� �.SfJO �� \.. \ r.0�'0+�. 1�\�\� \'(��Y"--}�—� 1\.��fi � ~ -�--� 90�/ -r'�,,,_�y,- '�\\ � \ � `F?6 �\ti\� �Y`'e�\—�'��i �°`�.��^—.._.-- ��5, ---� �- � .S`�. �. `� .� �:� �. �� - � � � �,;:� � ��.�,,.�._.--- � z;sis �`' - � :---�---=-- �� -'� , � � �� ' ''� . '__=--�� }� '8.469 � � � � r '\ � �' - _` .• --�'--_� � ' i � � a�2�r,z�� _ , _�,,�� ._ � 9,915 � � 23p0• � '—J'BY37�LU-E o•- � � I � �..o�,,, 732.89 (p/ot) " Place z.sx `�=`--=-�`- —--- - �. , � r � `_:4 � �` � � t � ` � / •%�,��/-� ,':_: \ � � tlordcover Colculotions � (so. ft): Site Address: 4550 Wolverton Place, Existing House 6,1)0 Orono, MN � • Bituminous Orivewoy 9,520 � Concrete (front) 5,930 Deck 1,290 I No• 31-118-23-31-0005 . Concrete (rear) 1.085 Ployground 1.000 Leoend Misc. Underlain 2,615 Total Pareel Areo: 439,B30 sq. (t (10.)0 Acres) • Fvund Iron Monument Gozebo 1QC • Tota!Hardcowr 27,750 � Existing WeII Total Area 439.830 . NQS.B�' Topogrophic contours on this survey were Pe�cant Ho�deover 6.3% provided by City of Orono lor informational � purposes only. � P�000sed Troct B Ho�dcover/so. !t.): Wetlond delineotion and p�oposed septic . Exisfing House 6,110 /oeotion informotion provided by Jaeobson Remoining Bit. Drivewoy 4,739 Environmento% PLGC Proposed Bit. Orivewoy 5,500 � Concrete (frant) 5,930 SCALE Deck 1.290 �� o � �� Concrete (reor) 1,085 i . � � Ployyround 1.000 Oeseriotion (suonlied bv elient) Mise. Underlain 2.615 Lot 7, Block ], FOXFIRE ESTATES, Gozebo ZLQ i inch = 100 feet aecording to the recorded plat thereof, Totol Hordcover 28,469 Hennepin County, Minnesoto. Subject to T�oct B Areo 219,915 ony and oll eosements of reco�d. Pe�cent Hardcove� 129� Beorings bosed on ossumed datum. �� Job Number. 7357 SCHOBORG f hereby certify that this ee�tl�cata of survey was prepared by me or under my direct supervision and Book/Poge: LL N�v 0 I L��I� that I am a duly Registered Land Surveyw under the LA D SERVICES laws of the Stote of Minnesota. Survey Date: )0-14- ,.�-_ Drowing Nome: gherordi-L1-Bl-FOXFYRE.dwg \ �r - INC. r Drawn by. KLB Kelly Brouwer Revisions: 10-18-lf, )0-19-11, IO-24-11, 763-972-3221 8997 Co. Rd. 13 SE Date: D�/� ��/Registrotiai No. 48328 ��p8-lf, 10-31-Jf (add wetland setbacks, www.SrhoborgLand.com Ddono, MN 55328 ��. ��K�y��ary•��pr�o�) / t. . )acobson Environmental, PLLC Environmental Consultants Wayne]acobson, P.S.S., W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Cell ° Email: iacobsonenv@msn.com www.jacobsonenvironmental.com December 19, 2011 Lori Gherardi ' JNJ Brofhers, LLC. 2985 Watertown Road Orono, MN 55356 Dear Lori: � The property located at 4550 Wolferton Lane in Hennepin County, Minnesota in T118N, R23W, SW '/4 of Section 31 is shown in the attached GPS surveyed map. When we did the wetland delineation on October 18, 2011 we reviewed the site for invasive and noxious weed species. , We found the invasive Common Buckthorn (Rhamnus cathartica) on the site in the wooded area on the west end near Wetland W-1, and also to the west end of Wetland W-1 in a low amount consisting mostly of shrubs from 1 to 4 feet in height. This was in a woodland northem fringe of � the property and we do not recommend any control since other species are common in the area. Also, we found the invasive Reed Canarygrass (Phalaris arundinacea) on the site in both Wetlands W-1 and W-2. We do not recommend control of the Reed Canarygrass since it is very common in wetlands across the metro area, as this would require a special permit as well. There were no other species on the site which are known to be invasive or noxious weed species. , Thank you for the opportunity to serve you. Please contact me at 612=802-6619 if I can answer any questions on this site. • Sincerely, • . �;�.�- �� . Wayne E. Jacobson, P.S.S., W.D.C., P.W.S., A.F.S. Senior Scientist Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis Phase I Environmental Assessments-EAW's-Hydric Soil Delineation-Referrals Pond &Lake Weed Removal-Tree Surveys-Management Plans .,�8'. � y �.k�a �.,w. �'y, � ?" . .��qrys� ' y, . ,�, ' .j � � .:,�x��d �, 'R v. . 1�yVq�` .,yy�:� � �, 4a4 or, r p,��rrt� ��;"�^F�, +'�r"ta�yy 4 �� .tna"}1'�2�? ;4��)KJ'�t'� � �, fltl �YA . 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' . .��+�y��'�. y�'�.tA�t , V !�� J' v k � ° f j�,. . e ° �G� � { �1 ��iry�. �t. �?F v.W ��i�+ n.� ei'' ��k� . •��' u '�{ �'. , - � � � ��nga.�:�. s ��s;,. " � .V'. F ' 3_;'N- '�S, .� ' - -• • - • . •• •� � •�11-� - � :� ••�n 1 1 11 11 � �� • " � - • �- • �� , PC Exhibit E Gary D'Heilly P.E. _ * P. O. Box 1123 * Annandale, MN. 55302 " Phone (320) 224-1169 December 20, 2011 Lori Gherardi R 2985 Watertown Rd Long Lake, MN. 55356 RE: Proposal for Professional Services Driveway Relocation Orono, MN. Project No. 111014 Dear Ms Gherardi; � Enclosed is a summary of the response to Article XII Conservation Design. All items not specifically responded to below we considered NA because of the nature of this project. DIVISION 2.� Sec. 78-1634. Application requirements and procedures. (4) Additionally, submit a natural resources inventory of the site, including all of the following elements: � � � c. Wetland inventory, including delineation reports. A wetland report was completed by Jacobson Environmental PLLC and filed for type verification. , d. Topographic survey indicating existing drainage patterns. Shown on Plan. e. Analysis of the site based on the findings and recommendations of the Orono Natural Resources Inventory with regards to: � •Conceptual greenways and open space corridors; This site appears to have been farmed and other than the two clusters at the North end of the site the trees appear to have been planted by the home owners. Sec. 78-1635. Basic Conservation Design Master Plan requirements and evaluation criteria. The developer shall prepare a Conservation Design Master Plan for development of the property, consisting of written and visual documentation including maps in an acceptable , electronic format, addressing the following topics: (1) Consideration of the existing drainage system; The exist. System is the Wolverton Place ditch and the Culvert under the road. This is to remain in place (5) Protection of existing wetlands, including augmentation of buffers, mitigation of impacts, and enhancement of degraded systems; This is added to the wetlands at the north end of the site, reference wetland report. The planning commission and , � city council shall evaluate the Conservation Design Master Plan to determine whether the proposed development: (2) Includes a program for the removal of invasive species and diseased trees; protects significant tree stands and woodlands that support scenic and/or ecological goals; and includes mitigation of any such stands that will be impacted by development . activities; See report from Jacobson Environmental PLLC. (3) Protects existing wetlands by implementing new buffers or augmenting existing buffers; mitigates identified wetland impacts; and enhances degraded wetland systems; See Survey drawing. DIVISION 3. . DENSITY BONUS STANDARDS (NO BONIIS REQUESTED) Sincerely, ' Gary D'Heilly P.E. � � � Gary D'Heilly � ' Gary D'Heilly P.E. President file conservation design � � � PC Exhibit F , �-- Stantec Consulting Services Inc., ;�,/� 2335 Highway 36 West ��`�',�� St. Paul MN 55113 '�" � � Tel: (651)636-4600 � ��„� Fax: (651)636-1311 ------Stantet . January 12, 2012 Metanie Curtis Planning &Zoning Coordinator City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 4550 Wolverton Place File No. Stantec No. 193800284.531 Plat No. 11-3531 Dear Melanie: . ;; We have reviewed the Ce�tificate of Survey dated 12-20-11 and an undated site and grading plan received � 12-19-12 for the proposed subdivision at 4550 Wolverton Place. We have the following comments with • regards to engineering matters: . • The grading plan and the survey certificate are acceptable from an engineering standpoint. However, �the grading work is usually required to be show on the survey certificate. • This project triggers Orono's Conservation Design ordinance. The attached checklist shows the submitted information received to date. • See the attached memo from John Smyth dated 1-9-12 for wettand buffer comments. If you have any questions, please contact me at(651)604-4894 or darren.amundsen(cr�,stantec.com. � � Sincerely, Stantec � � _� Darren Amundsen Cc: Chris Mattson F � _ City of Orono- Conservation Design Check List 4450 Wolverton � 11-3531 1-12-12 BASIC APPLICATION AND PLAN REQUIREMENTS Sec. 78-1634. Application requirements and procedures. Item Development Steps Action Item Review and provide written response to the Goals and Policies for Environmental Protection and Natural Resource Management as established in the Orono 1. Community Management Plan and the recommendations contained within the Submit Orono Natural Resources Inventory. The intent is to establish the property's ecological connections both within Orono and as part of the regional ecological system. 2. Rural Oasis Study If the property exists adjacent to a documented corridor in the Rural Oasis Study, • review and respond to the existing aesthetic and ecological analysis. NA If the properry is not adjacent to a documented corridor in the Rural Oasis Study, developer shall have a qualified consultant prepare a similar analysis and submit it to the city for review.This analysis shall include the documentation of: a. views, b. corridor enclosure, � c. and landmarks through a plan analysis and photographs. Submit Deve%per shall be charged a standa�d fee established in the city fee schedule to cover the expenses of the city in hi�ing a consultant to review the eco%gical site analysis submitted by the deve%per. 3. Natural Resource Inventory. � Indude all of the following elements: a. Review and document the MLCCS data pertinent to the site. Submit Discussion b. Tree survey Include all significant individual trees greater than six feet diameter, and OK stands of trees, identifying t�ee species and size. c. Wetland inventory and Wetland BufFer OK Include delineation reports ' — d, Topographic survey OK Include existing drainage patterns — page 1 of 4 I 1 e. Site Analysis Analysis of the site based on the findings and�ecommendations of the O�ono Natural Resources Inventory with�egards to: � • Conceptual greenways and open space corridors; Submit •Existence of rare plant communities; , • Potential need for proactive management and protection. Sec. 78-1635. Basic Conservation Design Master Plan requirements and evaluation criteria. Item Conservation Design Master Plan Action Item 4. a. Consideration of the existing drainage system OK b. Stormwater Management Plan ;, Establishment of a stormwater management system, using multi-cell treatmentp�inciples, and defining proposed methods ofstormwater Submi phosphorus reductio� c. Invasive Species Removal and Management Plan Submit d. Tree Mitigation and Diseased Tree Plan Submit ' e. Tree Protection Plan Protection of significant t�ee stands and woodlands that support scenic and/or eco%gicalgoals, induding mitigation ofanysuch stands to be Submit � impac[�ed by deve%pment actiuities f. Wetland Protection and Mitigation Plan See i-9- Protection of exis(rng wetlands, including augmentation of buffers, 12 Smvth � mitigation of impacts, and enhancement of degraded systems Memo . g. Justification and mitigation of any negative impact to ecological communities. � "Negative impact"includes any modiFcation to a lower level of eco%gical Submit community quality, as described by the Minnesota Land Cover Classification System(M-34X Modifiers) h. Define Maintenance of Ecological Connections Through site design, as shown on the Orono Natural Resource Inventory Submit i. Views Maintenance and protection of existing positive uiews, and mitigation of any Submit existing o�proposed negative views using appropriate measures such as site la out sc�eenin buildin desi n and co%ration etc. j. Landmarks Preservation or reinterpretation of existing landma�ks: Submit � Page 2 of 4 , � DENSITY BONUS STANDARDS Item Sec. 78-1636. Density bonuses for urban density development. Action Item For residential development in Orono's defined urban area (zoning districts allowing densities in excess of one unit per two acres, and including properties identified in the Orono Community Management Plan for conversion to urban density)within the ranges of the guided density a densiry bonus may be allowed if the city council 5, finds that the pertormance bonus requirements of this division have been met.The NA city council shall determine the extent of density bonus awarded for such properties. Exampie: Properties guided in the Community Management Plan for a density range of two--four units per acre have a base density of two units per acre; while the high end of the density range is not guaranteed, the city council at its discretion may allow development at a final density of up to four units per acre throu h the erformance bonus rocess. Item Sec. 78-1637. PerFormance bonus requirements. Action Item Within the urban density area,developers have the opportunity to increase the base density by going above and beyond the Basic Conservation Design Master Plan requirement. By implementing a combination of development enhancements that 6. not only preserve but improve the natural characteristics of the property or NA preserve and enhance existing landmarks,the developer shall become eligible for a density bonus.The extent of such density bonus shall be determined by the city council. Development enhancements include but are not necessarily limited to the . followin : � a. Reforestation beyond existing woodland limits; NA b. Water quality improvements; NA � c. Improvements in ecological grade of existing communities; NA d. Upgrading of edge buffering to maximum, or tunneled, character; and NA e. Major preservation or enhancement of existing landmarks. NA � LONG-TERM PRESERVATION Item Sec. 78-1638. Preservation requirements. Action Item The developer shall establish and implement measures that will ensure the preservation and maintenance of those elements of the development that are determined to require long-term or permanent protection from development or 7. misuse, Such measures may include but are not limited to: conservation Submit . easements; deed restrictions; private covenants; transfer of ownership to agencies such as the Minnesota Land Trust or the Nature Conservancy, or to the city via dedication, etc. Page 3 of 4 . Item Sec. 78-1639. Buyer education. Action Item The developer shall establish covenants documenting the elements of the $, development to be protected and how they are to be protected, and shall establish Submit a defined program for education of the initial purchasers of lots within the development as to the limitations that affect future use of the property. Sec. 78-1640. Resources. The primary references for facilitating the conservation design process:include the following: •Orono Rural Oasis Study (DSU, 2005). •2008--2030 City of Orono Community Management Plan, Chapter 3A--Environmentai Protection Plan (City of Orono, 2009). � •Orono Natural Resources Inventory(Hennepin County Department of Environmentai Services/Bonestroo Natural Resources Group, 2006). � •Minnesota Land Cover Classification System (MLCCS). � � � Page 4 of 4 Memo $�nt�C �Bonestroo To: Darren Amundsen From: John Smyth . . File: 139-11000 Date: January 9, 2012 Reference: 4550 Wolverton Place Wetiand Code Review The proposed lot split triggers the wetland code. There is one jurisdictional wetland located on north end of Tract A. The wetland is classified as a Manage 2 and requires a 25 foot buffer. The other wetland adjacent to Wolverton Road was determined to be formed due to the road blocking the drainage and is considered non jurisdictional under the Wetland Conservation Act and will not be subject to the requirements of this code. � Survey Requirements � The location of the buffer is adequately shown on the certificate of sunrey. ' Buffer Vegetation Requirements The existing herbaceous vegetation within the buffer meets the requirements of the wetland code and it appears that there is an adequate width of native vegetation prior to the turf. It is recommended that the upslope edge of the buffer is marked by signs so that it is not mowed by a future landowner and to confirm that no turf exists within the buffer. If turf extends into the buffer it will need to be removed and replaced with native vegetation. Per the report from Jacobson there is buckthorn adjacent to the wetland - within the buffer. The applicant will need to provide a Vegetative Management/Landscaping plan for the buffers that includes the following: 1. Method proposed to be used to control buckthorn and turF(if found within the buffer). � 2. Method of establishing native vegetation in buffer for areas with turf should be provided (site prep, seeding method, etc.). (MN BWSR Web Site —Publication: "Restoring & Managing Native Wetland and Upland Vegetation" source for options). 3. Species proposed to be seeded or planted. According to the ordinance Div. 3 Sec. 78-1605 (3)the seed mix must contain at least 12 pounds (PLS) per acre of native prairie grass seed and 5 pounds (PLS) per acre of native wildflower One Team.lnfinite Solutions. js k:\139\1391100001communlcations\wetland ordinance compllancek1550 wolverton placeys darten^4550 wolverton place final^t-9-11.docx Stantec January 9,2012 Darren Amundsen Page 2 of 2 Reference: 4550 Wolverton Place Wetland Code Review seed. The grass mixture must contain a minimum of four species while the ' wildflower mixture must contain a minimum of five species. (MN BWSR Web Site—Publication: "Restoring & Managing Native Wetland and Upland Vegetation" source for options). Recommendations As allowed by the City Wetland Code it is recommended that a cash escrow of$2,000 be provided by the owner. It will be used for future compliance checks and restoration work, if not completed by applicant, to bring the buffer into vegetative compliance. Once the vegetative restoration work is completed the remaining escrow should be . returned. _ , STANTEC CONSULTING SERVICES INC. �. / 1. PC Exhibit G Date Application Received: 10/19/11 " Date Application Considered as Complete: 10/28/11 60-Day Review Period Expires: 12/27/11 To: Chair Schoenzeit and Planning Commission Members , Jessica Loftus, City Administrator From: Melanie Curtis, Planning&Zoning Coordinator`��," Iv " Date: 15 November 2011 Subject: 11-3531, Lori Gherardi on behalf of Wolverton Place, LLC,4550 Wolverton Place Public Hearing—Subdivision Review Zoning District: RR-1A One Family Rural Residential District(5 acre/200'width) Existing Lot Areas: 9.78±acres dry + 0.27±acres wetland* 10.1±acres total Application Summary: This application contemplates subdivision approval to create one additional 5- acre lot. Only one new,additional building site will be created. � 1. Tract A is proposed to contain 5.05 acres total; based on the submitted wetland delineations only 4.8 acres of this lot is dry buildable. * � 2. Tract B is proposed to contain 5.05 acres total; based on the submitted wetland delineations only 4.98 acres of this lot is dry buildable. * *Note: The applicant's surveyor is currently calculating the dry buildable acreage based on the wetland delineation report which has not been certified by the MCWD. If the MCWD certification concludes that the wetlands along Wolverton Place are not incidental and are subject to WCA regulation this will result in less than a total of 10.0 dry, buildable acres(and less than 5.0 dry acres per lot). If this is the case,this subdivision cannot�o forward. Staff Recommendation: Staff recommends tabling the subdivision subject to the conditions noted within the report. ' List of Exhibits ExhibitA- Application Exhibit 8- Proposed Survey Exhibit C- Emails from Applicant—Driveway&Conservation Design Exhibit D- City Engineer Memo:� Exhibit E- Wetland Delineation Report Exhibit F- Emails from Applicant—Wetland Issues Exhibit G- MCWD—Notice of Application . Exhibit H- Summary of Estimated Fees Exhibit 1- Letter from Staff—10/24/11 ExhibitJ- Aerial Photos ExhibitK- Conservation Design Code Sections Exhibit L- Comprehensive Trail System Map (CMP) Exhibit M- Plat Map Exhibit N- Property Owners' List . 11-3531 15 November 2011 Page 2 of 5 SUBDIVISION REVIEW Conformity with 2010-2030 Orono Community Management Plan The proposed subdivision is in conformity with the guiding of this area for single family rural residential development at a maximum density of 1 unit per 5 acres. The proposed development generally conforms to the 5.0 acre dry-buildable, 300' width standards of the RR-1A Zoning District. Primary and alternate septic locations for each lot will be required; preliminary designs have been submitted and approved by Willie Gibbs,the City's Septic Manager. Relationship to Surrounding Development The proposed single-family development with 5 acre lot sizes is consistent with existing development in the surrounding neighborhood.The surrounding properties vary in size between 3.8 to 8+acres. Conformity with Zoning District Lot Requirements The property is in the RR-1A, One Family Rural Residential District, which allows for single family rural residential uses with a minimum lot size of five dry buildable acres. Under a standard subdivision • process, each proposed lot would have to contain the minimum of 5.0 acres of dry buildable land. The current survey depicts 2 lots with a conforming density of one lot per five dry acres; one new lot is proposed. , � General Site Characteristics � � The site contains an existing home, driveway and two separate wetland bodies. Wetland delineations have been submitted and are under review for approval by the Minnehaha Creek Watershed District. , Proposed Tract B contains the existing principal structure. A gazebo exists along the north property line of proposed Tract A as well as the current driveway access to the home on Tract B. Lot layout and Lot Standards The property is located within Foxfyre Estates and is bordered by McCulley Road on the west,Wolverton Place on the south, and on the east by Chippewa Third Addition. The Painters Creek development exists across the Luce Line to the south. According to the RR-1A Zoning District standards, each of the lots must contain 5.0 dry acres and meet a 300' width requirement at the road or the 100-foot principal building setback. The proposed lots lay out as follows: Proposed Tract;4: The subdivision will result in ±677 feet of frontage along Wolverton Place for Tract A. There are a total of 9,240 square feet of wetlands on the property. An 0.045 acre wetland along the northern property line and a 0.16 acre wetland along Wolverton Place. As proposed, and until modified by the MCWD, the � � property is will have 4.8± acres dry, buildable land; 5.0 acres dry, buildable land is required. Potentially, all of the required RR-1A district lot line setbacks can be met. Proposed Tract B: This lot is proposed with ±474 feet of frontage along Wolverton Place, contains 4.98± dry acres in area as well as the existing home. According to the wetland delineation report, the property contains a 0.06 acre wetland along Wolverton Place. As proposed, and until modified by the MCWD, the property is will have 4.98± acres dry, buildable land; 5.0 acres dry, buildable land is required. The � � 11-3531 15 November 2011 Page 3 of 5 existing home on the property is proposed to remain at this time. The access to Tract B is currently via the existing driveway which cuts through proposed Tract A. The applicants have shown a proposed driveway entirely on the Tract B property. All required RR-1A setbacks are currently and can reasonably be met if this lot is redeveloped with a new home. Wetlands on Site and/or Impacted According to the submitted survey there are three wetlands on the property: one on the northern property line of Tract A is shown on the City's wetland map as a Manage 2 wetland requiring a 25 foot buffer and is approximately 1,970 square feet in area; the two wetlands along Wolverton Place are not shown on the City's wetland map these wetlands total 9,965 square feet(0.22 acre).The wetlands were delineated this year. The MCWD must approve these delineations and determine whether or not the wetlands along Wolverton Place are incidental ditch wetlands and not subject to WCA or the City's buffer requirements. Once the delineations are approved and the functional assessment conducted to - determine the preservation classification (if applicable), the appropriate buffer widths and setbacks . should be indicated on the survey. In the event the wetlands along Wolverton Place are determined to be subject to WCA regulation the total acreage of the property to be subdivided will not meet the City's minimum dry buildable acreage and the subdivision should be denied.* The City will require a Flowage iTM and Conservation Easement over all wetlands and buffers designated on the site. Road Layout and Standards One driveway currently serves the property; the applicant is proposing to re-use the existing driveway for Tract A and to create a new driveway to access the home in Tract B entirely on the Tract B property. Park/Trail Easement/Fees or Dedication Needed Orono's Comprehensive Plan indicates that a future trail is proposed along McCulley Road. The City has not determined on which side of the road the trail might be developed. However, Planning Staff recommends that the dedication of a 10' wide trail easement be required along McCulley Road on Tract A as part ofthis subdivision application. The Park Fee is determined as 8% of the fair market value of the land being subdivided, or a maximum of$5,550 per residential dwelling unit.The City Assessor provided staff with a fair market value estimate for this property which results in the application of the maximum per dwelling fee.Staff has determined that as there will be one new dwelling site,the total Park Fee will be$5,550. Road Improvements and/or Easements Needed The City requires standard perimeter, drainage and utility easements around all property boundaries in the subdivision as well as Conservation and Flowage Easements over the delineated wetlands and wetland buffers.These easements should be shown on the final subdivision survey. Establishment of wetland buffers and buffer setbacks will be triggered for the lots containing wetlands. Stormwater and Drainage Improvements The 10.1 acre development is subject to the 5-acre Stormwater and Drainage Trunk Fee. The total SWDT Fee for this property is$2,660 per acre x 10.1 acres=$26,866. Utility Locations and Availability The subject property is not located within the Metropolitan Urban Service Area (MUSA); sewer service is not available to these properties. The properties are proposed to be served by septic systems and private wells. All septic systems must be located 20' from all property boundaries, 20' from structures, . ' ' � 11-3531 15 November 2011 Page 4 of 5 . hardcover and the delineated edge of wetlands. Private welis shall be setback 3'from structures and 50' from septic systems. Rural Oasis,Conservation Design&Woodland Impacts The property consists of an open hillside with perimeter trees and three wetland bodies. The Rural Oasis Study and Conservation Design Master Planning process has been formulated to help determine on a case-by-case basis what natural values should be preserved. The purpose of Conservation Design is summarized in the Conservation Design ordinance as follows: The City of Orono as a result of the Rural Oasis Study conducted in 2005 finds that there is an intrinsic link between the natural systems and the valued scenic character that exist throughout the community. The requirements of this conservation design ordinance are meant to preserve and enhance this ecological/aesthetic character by requiring: (1J protection and enhancement of drainageways and water quality; , (2) protection and enhancement of ecological communities; (3)reinforcement and establishment of ecological connections throughout the city; (4)augmentation and preservation of viewsheds including corridor enclosure and buffering; (5) preservation and improvement ofviews; and �� (6)preservation or reinterpretation of local landmarks. ' Conservation Design is defined in the ordinance as follows: �. , Conservation design means a two-phased approach to design and development that maintains or improves ecological assets, provides infrastructure that works with the land, and incorporates people's instinctive desire to experience nature. Some conservation design strategies include: identifying and avoiding sensitive natural features, planning roads along contours, allowing lots to border natural open space, integrating ecological stormwater management, using smaller lots, and educating developer and buyers about the ecological values of the landscape. The first phase entails an inventory and analysis of the potential development site's natural features, existing land uses, and wetland delineation. The second phase entails analyzing the design implications of the findings from the initial phase, alternative stormwater design, and a conceptual design for road and lot layouts. Issues for Discussion Conservation Desi�n: In January 2010, the City formally adopted a Conservation Design Ordinance. This proposed subdivision is required to conform to the standards outlined within the Conservation Design Ordinance. The developer should develop a plan which identifies and outlines measures for preserving the ecological assets unique to this property. This plan should be submitted to the City to be reviewed and implemented prior to final consideration of the subdivision by the Planning Commission. Access: Staff recommends requiring the existing driveway access to Tract B be abandoned and a new driveway be reviewed and constructed as part of the subdivision approval. Staff Recommendation Staff recommends tabling the subdivision application subject to the applicant meeting the following requirements: � 1) Compliance with the City Engineer's recommendations. 2) Submittal of MCWD approved wetland delineations and functional assessment for all wetlands on the property; : , 3) Confirmation that the property contains a total of 10.0 dry, buildable acres; , , 11-3531 15 November 2011 Page 5 of 5 4) Submittal of a conservation design plan which meets the requirements of the Conservation Design regulations for review,approval and implementation; and 5) Submittal of a revised subdivision survey indicating standard perimeter drainage and utility easements as well as conservation, flowage and drainage easements over all wetlands and wetland buffers on the property. Additionally, a 10' trail easement should be shown concurrent with the requested perimeter D/U easement along McCulley Road. Planning Commission should discuss the staff recommendation, provide direction to the applicant and table.the application. ,,,;. � r "�''��";�v'��`T�'� 4 4`� � `:�-��'{rY�` a%,4� PC ExhibitA j -£ � �:` '� - � �� ..w4 f,` M ��. t� '4n 34 �'�` . �y �EY ;x� �`£�� City of 4rono �:�;� . �� Subdivision Appl�cation :�� " ; Application# //-av�.3/ ' Street Address: Date Received: / 9'-/� O� 2750 Keliey Parkway � - Amount Paid: ,� ��- � � Orono, MN 55356 S��: �� • 0 Fee: ' �4 v Main: 952-249-4600 Renewai: � , �, fax: 952-249-4616 _ ti Mailing Address: �' .�,�'~ P.O. Box 66 ��'sx°�`' Crystal Bay, MN 55323-0066 - � " This appiication form must be completed in fuli. PROPERTY INFORMATfON: �� „�Uin ��,� ��J m W �A 3�y Site Address: Property Identification Number(PIN): (Attach legal description to apptication if not i�fu �� on the survey.) Abstract or❑ Torrens, please check one Date Property Acquired (monthlyear): tial O Oth� Present use of property: 18.Residen Zoning District: APPLICANT iNFORMAT.ION: (Complete legal names and maritai status required for each interested party) r�.�G( . Name: �r� L' Phone(work): I a" � Phone(home): � _ Address: �� '� a` — Email: : ��.. .^.� :�Z��c�;A V a h at� . C�— Fax: / I'9� OWNER{NFOR TION: (Complet legal nn��d marital status required for each interested party) Name: L' s . � Phone(work): I • � 3� — Phone(home): M �,� . Address: a�� Fax: � Emaik EXISTING LAND USE. �t� vC�� . `r�' � �" �V�� `��p��s�1 Number of Tax Parcels: Acres Dry Land Development Size: ` Acres Wet Land . , Acres TOTAL, all parcels Residentiai; Number of Units: Present Use(check one) � Other: (Specify} Present Zoning District ProposaL ❑ Division for Tax Purposes ❑ Lot Line Rearrangement Only (no new building sites) � Subdivision for New Building Sites Existing Units Number of Building Sites New Units Total Units I a Units per �� •l Acres � Proposed Gross Density gquare Feet Dry Buiidable Land Minimum Lot Size Residential P�oposed Use(check) � pther(specify) ' Subdivision Application Last Updated: November 2010 10 OCT 19 2091 � � CITI(�JF t�ftONO �'�,�,�*'�e�sr� n��,.,..�.- � �,F�M.�* a.�a .� r �S"� z- . . . � . s �'��` �X`G ��'e `'' n r ra� �� «iCyC �,w�?aa��; �x'�'�? �X.,�'�yi �� ', �ax".,�.,�.-,va�"fs�s�`\'l ti �"�.�s�'��,�� 'fr"'�r.r��+�'� � � - ��,��;�� '' „�MATERIAL REQUIRED FOR COMPLETE PRELIMINARY APPLICATION �� ;;5��,',; ,rayment of fees{refer to"appiication fees" listed befow). � ��*��'" ' � �. Completed appiication form. *�� Prefiminary plat information on Certificate of Survey. �;-�° . � Certified Property Owners List of owners within 350' (you must obtaui this (ist from Hennepin County epartment of -,� Finance, Govemment Center,A-603 300 South 6�Street, Minnea lis, telephone 612-348-5910). � As an addendum to this application, ptease attach a separate I' t of any other persons you ' h notified of this appiication. MIINIMUM MATERIAL REQUIRED FOR COMPLETE FINAL APPLICAT 1. Payment of fees(refer to Pre(iminary Subdivision Approval resolution and park fees if applicable). 2. Signed Certificate of Survey or mylar copies of formal plat. 3. Title opinion. � 4. Easements,covenants, etc. • 5. Deveiopers Agreement and Letter of Credit. � � APPLICATION FEES(Zoning Atlministrator to check[Xj those which apply) , �,; A. Applicatfon Base Fees: „ TOTALS Sketch Plan Review(Class l, II &ill) $350.00 ��L' X�� . Subdivision of a Lot Line Reamangement$700.00 .� �" �� Subdivision Application (Class I & II) $700.00� . Preliminary Subdivision Application $850.00+ $30.00/lot(Class I11 &all non-residential) Finat Plat Application (Class III)$700.00, PLUS legal and engineering costs Park fees(to be determined per Section 82-227) . ' Legat and Eng�eering Review Fees (as incurred) . Renewal of Class I, II, &III Subdivision and of a Lot Line Rearrangement Appiication $350.00 B. Special Improvement Fees: - - Proposed Private Roads$650.00+ �.50 per lineal foot; lin. ft. x .50=$ Proposed Public Roads$950.00+ $.50 per fineal 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 VVatermain Extension$275.00+ $25/stub • � Proposed Storm Sewer System (excluding culverts)$250.00 On-Slte System,Site Evaluation Review(applicable to rural s.ubdivisions) $60/per lot x_new lots C. Flexible Application FeeslMiscellaneous Fees Var�ance$700.00 ' . � � Vacation of Public Road$100 per benefiting property($700 minimum per application) Easement Vacation Associated with a Subdivision$200.00 PRD Application with Subdivision $35.00 per dwelling unit D� Application Escrow The app(icant hereby agrees to provide afl 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 estab(ished by ordinanc r �,�, ��1 g�� Applicant's Signature: '� Date: Owner's Signature: �� 1 Date: �d 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. . � Subdivision Application Last Updated: November 2010 �ECEIVED 11 OCT 19 2011 _ _ _ . CI�(OF 4RON0- Certificate of Survey - � Prepared, for: � L ori Gh erardi , r�- f ,,,-�., .�� -'lf�� ,� --''..� � _._. ., -�/�/ �� ! � � -w �,.- ..V.. �/��r�' .r '�. � /E� of Wetlond`--�- . ---,r- ) � 1t�� ``�...�.� � ,� '�� -�`�...- -r---�� o-�--w� ,� � �. t� , � % . ! /''f j � � �". c, :/ , � �...�-�-',. �.x-�� , y�,�",-��,,,-.�r-.. • - .d�;`u:�.;"�-� '� 1� �/ , // � ! 1 t j � —'_._' "'" � ,/ .y' '.^j_.• �yy.. Nw.l'.�v_..-..J � y-\„n.+�,e...,:_.�F �: 1*�� L ,i' =..-.. _ _p�— �.`�_ — S��"�'""`�� '�"�� / /��/ B�OI J � � ��r l ./� � �' �'i /� �.. N .� � T•. � / �- � -l�~ W � I '�w �� _ Ga�ebo . 1 ' � E�� of �e#land�'Sertioni 3,-118,�3:°`�---�• ,j` g �f� I � '?--��=� 8 9�" DV �.�f 1 .�C. ry� 1� �i�� ,�HCn�nepin Counfy, MN� � / �� 8 .40 (pla f� � �' `.� �` :ry'��!j�/ ��f an�G ffer� � ,� � � �� ,�`� '..��'.f` � ' '� r'r r� r �,��I.� �./ �l, i r� �''� N •��...� -�'� � - � Proposed--r''� ,_----`�� 1� ��f��//�� f�'e��o�rdiStrucfurol rSetback ^ .% ��/ `�°�5� �. � �n� �rivewa f�� y' �--Bit:� ti e ay'�-`_ ` .�,-•'�,// / �j� l` �,.r-•,i �f � � 18 l' � Q iC/. � � � �j`�y ,.'/ '�;.: - ` `��,�GM� �4ccess� � � (to be'"aD nd6n� '�if� �BH_ 8 �'U� �,644.�7I �%� �� ,,,-.` � f � ' '�r �'' <� �nPt;o' >>'�� .�'� ,,-�% ; ?`,t" �--. �-� 1-- � .r.� � ,�:; ��' � �\\��,r -s�:^{" I' i �• � l �� P/a o nd-�,-' l: `'�. , '�,�' �� (�`\\s _" `'` �• ='p`�.�ewo i ��,. �� I S � �� Y9 � ,. , .� � ,. , � �� ;;.f r ::; .��. � (und�rlain) � r � , ,1��':� '`�,.`\'��P opos�..d`� - � � � � i � �� it. 1 � � ��° °..---, � ��, � �, '�D ive�vay �1 �,_ �`'� d i o •. 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'--� ��00,6 �``�,.r '"'.��°'' ��1+� �� `__ %� proP• 4 � �` `'� �Se#'c�ti\�`-' �� "-��``'`'. `°---`�' �---� .-,-'r- 2 •15 \ t,r c�a o• � r� � � y� P � "`,� �'.- `--- `� I`�-,. �2._.r---"" � b:o, �m � � � J f8 � 7� _ r_-- �00 ��,,,__�..-�'\\n�� \9S�:�� '�e '�c � �o � ,�'�'8 J'� �`,� \I -Te�-SP�``-r!"�bCL�` � _.�•r�,�..._ _ 7,750 \\ � �- ., -'� /� \��:�.:. ��.. � ` � i f ` � � �\ .t ��+�" �f.•- � e �� .. 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Ha�dcover Co/culofions (sq. ft.Z• Site Address: 4550 Wolverton P/ace Existing House 6,110 Orono, MN Bituminous Driveway 9,520 Concrete (front) 5,930 Deck 1,290 P!D No: 31-118-23-31-0005 " ' Concrete (rear) 1,085 Le en P/ayground 1,000 Misc. Underlain 2,615 Tota/ Parce/ Areo: 439,830 sq. ft (]0.10 Acres) • �ound lron Monument Gozebo 200 Tofa/ Ha�dcover 27,750 � Existing We/l Tota/ Area 439,830 Notes: Topographic contours on this survey were Percent Nardcove� 6.39' provided by City of Orono for informationol . . purposes only. , • ' ' � ` � �"" "•.. Wetland delineotion and proposed septic . _ . . .. . . ., �.��,. . . _ . _. • - � • "` "`� " locotion'i"nfo�motion provided by Jacobson � � Environmenfal, PLLC ' SCALE . 100 0 50 100 200 ,�. . • 3; Descrip tion (suPplied by clien f) . . - Lot 1, B/ock 1, FOXFYRE ESTATES, � - 1 inch = 100 feet according to the �ecorded p/at thereof, . � Hennepin County, Minnesota. Subject to � any and oll easements of record. . Bearings based on assumed datum. Job Number. 7357 SCHOBORG � hereby certify thaf this ce�tificate of survey was � �� prepared by me or under my direct supervision and Book/Page: LL fhot ! am a duly RegisEered Land Surveyo� unde� the LA D SERVlCES laws of the State of Minnesota. Survey Date: f0-14 . , Drawing Name: gherardi-L1-B�-FOXFYRE.dwg � - 'NC. • ' ____Y Drawn by. KLB ------ -- ------- � Kelly Brou wer 10-19-11, 10-24-11, n 31 �G`/ Revisions: f0-18-11, rn • Date: __�%��__ � ! Regisf�ation No. 48328 f0-28-11, f0-31-11 odd wetlond setbacks, ? 763-972-3221 8997 Co. Rd. 13 SE - � o: www.SchoborgLand.com De/ano, MN 55328 , . r► �ev. prop. driveway locafron/hordcover) W rint ` ' ' _......___.�__._...._._._..__.._._._- . .__..___..._._..___�__._�.��_._._.._ _._..._____._....___.__.M...._.._r._�_._..__.__._._.._..._.._.__ PC Exhibit C � - 5ubject Driveway ..,_.,,.,......,.__M...._.....__�1��-..�......�.__,�... =rom:�~�4 LYNDA D'HE[LLY(dheilly@lakedalelink.net) ~ � �' +~Y�M~.Y�M�..��.�,«,+ 'V...-.�M..✓~..H.V^.��.WM �� fo_ lorigherardi@yahoo.com; �� — 4 Z��j �ate:__.w..._.Friday, November 4�2011 11,02 AM..........,...,.w....._......................._...,...._.._._�......_.�._..._....,.W.___......�............_� . ,..,,...��TY..� .�._.... �..OI�ON w �ri er our phone conversation I took a look at possible routes using the 2%for the first 50' and 10% after that. Following is a couple of ossibilities with that criteria in mind. irst is to have a winding driveway coming up the East side of the property producing a driveway about 475' long. This will give us the :ngth needed to meet max. slopes. econd would be to come�up the west side of the building and tie into the existing driveway where the two existing driveways come �gether. This would give us plenty of distance for the grade change. hird is to use the existing driveway and have a shared driveway. . • lease call if you have any questions. �ary D'Heilly P.E. (#22426) �`" 20-224-1169 ttp://us.mg4.mail.yahoo.com/dc/launch?reason°ignore&rs=1 . 11/4/2011 Print Fage 1 bf 1 Subject Driveway From: W LYNDA DVHE[LLY(dheilly@lakedalelink.net)� �M1,N..�w�^_..__..._....._M ..�......____.._.,.. ._..._,__.,...,.. _._....._....�._,,.,..�.....,,,,...,,.,.,M�.�,.....� To: lorigherard i@yahoo:com; Date: Wednesday, October 26,2011 5:53 PM - Lori From what I could tell from a first glance is Tree Preservation It does not look like you would be cutting down any trees. Wetland Crossing I think you are in the deminimous so you need to do paper work but no mitigation if this is the case. Storm You are removing as much bit as you are adding unless they want you to look at the new lot? Grading If we can pull the information together that you have we should be able to work with it. If not we would need some additional topo. - A chunk of my time would be spent on getting things ready for design and working with the City on whafi they want. Gary D'Heilly . �r" � . . 4-� \ . � ��5�� -� . �. � � ��iv�� . � O�1 L V ZV�� . CITY OF ORONG http://us.mg4.mail.yahoo.com/dc/launch?rea.son=ignore&rs=1 10/27/2011 �a �► PC Exhibit D �_•�, . Stantec Consulting Services Inc. „ 2335 Highway 36 West r' . � St. Paul MN 55113 a� � Tel: (651)636-4600 Fax: (651)636 1311 $�n� �Bonestroo October 28, 2011 . Melanie Curtis Planning &Zoning Coordinator City of Orono Post O�ce Box 66 � Crystal Bay, MN 55323 Re: 4550 Wolverton Place File No. 000139-11000-1 (Stantec No. 193800284) Plat No. 11-3531 Dear Melanie: � We have reviewed the survey for the proposed subdivision at 4550 Wolverton Place.The survey is dated 10- 28-11. We have the following comments with regards to engineering matters: • The city should request drainage and utility easements 5-feet wide along all interior lot lines and lot lines adjacent to platted property. Ten foot wide easements should be shown along exterior lot lines � adjacent to unplatted properties. � � • The plan shows a wetland along the north lot line and Wolverton Place. The city wetland map shows a Manage 2 wetland along the north lot line and no record of the roadside wetland. The north wetland needs to be buffered according to city ordinance. If the wetland along the road is incidental according to the watershed, no buffers would be required. If the roadside wetland is not incidental, the wetland must be typed using MnRAM to determine the buffer width. • Grading associated with the proposed driveway should be included in the plans. We recommend at least 50 feet of no steeper than 2% grade at the roadway and no steeper than 10%for the remainder of the driveway. If you have any questions, please contact me at(651) 604-4894 or darren.amundsen(a�stantec.com. Sincerely, �� Stantec �J . � . Darren Amundsen � Cc: Chris Mattson , 4 � ' PC Exhibit E �acobson Environmental, PLLC www.jacobsonenvironmental.com - Environmentai Consultants Wayne 7acobson, P.S.S., W.D.C., P.W.S., A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humbofdt Avenue North, Brooklyn Center, MN 55430 (612} 802-6619 Cell Email: jacobsonenv@msn.com October 20, 2011 Dale Denn Homestead Septic 1108 Goldenrod Lane � Shakopee, MN 55379 RE: Project Name: Denn 4550 Wolferton Delineation Comm. No.: 2011-87 Project Location: City of Orono T118N, R23W, SW 1/4 of Section 31 Project Description: Wetiand Deiineation Report Dear Dale: As discussed, Jacobson Environmental, PLLC. (JE) visited the above referenced site to perform a official wetland delineation in accordance with the 1987 U.S. Army Corps of Engineers Wettand Delineation �� Manual and the 2008 Regional Supplement to the Corps of Engineers Wetland Delineation: Midwest Region. � Adjacent site land use includes residential, wetlands, woodlands, and farmlands consisting of plants and � trees typical of a rural residential area. This parcel is a�combination of a residential lot(Figure 2)with woodlands, and wetlands north of Wolferton Pface. Figure 1 is a site location map of the property. All figures referenced by this report are presented at the end of the text. The purpose of this study was to investigate the project area, identify areas meeting the technical criteria for wetlands, delineate the . jurisdictional extent of the wetland basins and classify the wetland habitat. Rural Disturbed Species Noted Wet Meadow-Shrub Swamq Species Trees Herbs Cottonwood Narrowleaf Cattail Box Elder Green Bufrush Green Ash Reed Canarygrass American Elm Giant Goldenrod Bur Oak Bittersweet Nightshade Quaking Aspen Red Maple Shrubs Black Willow Shrubs Sandbar Willow • Common Buckihom Northern Prickly-Ash Green Ash • Vines Riverbank Grape � Herbs Ground Ivy � Brome Grass • Kentucky Bluegrass Stinging Nettle Canada Thistle Tall Goldenrod Common Dandelion Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 1 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control & Fish Stocking-Tree Surveys-Natural Resource Management Plans �acobson Environmental, PLLC www.jacobsonenvironmental.com Environmentai Consuitants Wayne]acobson, P.S.S.,W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Ceil Email: jacobsonenv@msn.com The growing season for this site is approximately from 4/15 to 10/15 where the air temperature averages . above 28 degrees F. The growing season in 2011 appears to be extended due to a warm weather pattern. : This site is in the big woods subsection ecoregion according to Minnesota DNR and the annual precipitation averages 29.97 inches. The presettlement vegetation was maple-basswood forest in this area. The precipitation for the previous three months along with the comparison of the 10/18/11 precipitation worksheet data was as follows: Sep Aug Jul Worksheet(Wks) 0.26" 427` 5.38* ''- Data from NWS 30% less than 2.19 2.81 2.47 30% more than 4.09. 4.81 4.62 2010 Wks Interpret Dry � � Normal Wet Multi-month score (3"`1) + (2"'2) + (1'3) = 10 Normal (10 to 14 being normal) �, The delineation was performed on October 18, 2011 and it is unlikely the precipitation totals in this period affected the boundary of any wetlands in this delineation, since the period was normal. Precipitation data is located in Appendix A. This wetland delineation was performed and reported by Wayne Jacobson, Minnesota Professional Soil Scientist#30611, Society of Wetland Scientists—Professional Wetland Scientist#1000, University of Minnesota/ BWSR Wetland Delineator, Certified#1019, American Fisheries Society—Associate Fisheries Scientist#A-171. Methodoloqv � , The wetlands on the subject property were delineated using the routine determination methodology set forth in the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual. Wetland boundaries were determined through a routine analysis of the vegetation, soils and hydrology which must all show wetland characteristics in order for an area to be delineated as a wetland. Wetlands are areas that are saturated or inundated with surface and or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in hydric soil conditions. Examples of wetlands include seasonafly flooded basins, floodplain forests, wet meadows, shallow and deep marshes, shrub swamps, wooded swamps, fens, and bogs. Veqetation The plant species within the parcel were catalogued and assigned a wetland indicator status according to the National List of Plant Species that Occur in Wetlands: Norfh Central Region 3(USFWS Biological Report 88(26.3), May 1988). Wetland Delineation-Mitigation-Permit�ing-Monitoring-Banking-Functional Analysis-T& E Surveys 2 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control & Fish Stocking-Tree Surveys-Natural Resource Management Plans � � � � �acobson Environmental, PLLC www.jacobsonenvironmentat.com Environmental Consultants Wayne 7acobson, P.S.S.,W.D.C., P.W.S., A.F.S. ------------------------------------------------------------------------------------------------------------ � 5821 Humboldt Avenue North, Brooklyn Center, MN 55430 {612) 802-6619 Cell Emaii: jacobsonenv@msn.com In the text of this report and on the enclosed data forms, the plant indicator status follows the plant's scientific name unless a status has not been assigned. The hydrophytic plant criterion is met when more than 50 percent of the dominant species by the 50/20 rule for each stratum (herb, shrub/sapling, tree, and woody vine)were assigned an obligate (OBL)', facultative wet(FACW), andlor facultative (FAC)wetland status. With the 50/20 rule, dominants are generally measured by absolute% cover in each stratum which individually or collectively account for more than 50% of total vegetative cover in the stratum, plus any other species which itself accounts for at least 20% of the total vegetative cover. � Soils A hydric soil is a soil formed under conditions of saturation, flooding, or ponding long enough during the growing season to develop anaerobic conditions in the upper part. If a soil exhibits the indicators of a ' hydric soil or is identified as a hydric soil the hydric soil criterion is met. The break between hydric and non-hydric soils was determined by excavating soil pits along transects �.� crossing the wetland/upland eco-tone and evaluating the soil colors, textures, and presence or absence of redoximorphic indicators (i.e., mottles, gley or oxidized rhizospheres). Hydric Soil Indicators for the Midwest Region were noted as presented in the National Technical Committee for Hydric Soils Field Indicators of Hydric Soils in the United Stafes version 7.0(USDA NRCS 2010) if present at each sample point. Also, upper soil profiles were compared to the mapped or inclusionary soil series found in the sample area for soil identification purposes. � Cautions used in applvinq the Field Indicators of Hvdric Soils There are hydric soils with morphologies that are difficult to interpret. These include soils with black, gray, or red parent material; soils with high pH; soils high or low in content of organic matter; recently developed hydric soils, and soils high in iron inputs. In some cases we do not currently have indicators to assist in the identification of hydric soils in these situations. As long as the soil meets the definition of a • hydric soil, the lack of an indicator does not preclude the soil from being hydric. The indicators were developed mostly to identify the boundary of hydric soil areas and generally work best on the margins. Not all of the obviously wetter hydric soils will be identified by the indicators. Redoximorphic features are most likely to occur in soils that cycle between anaerobic (reduced) and aerobic(oxidized) conditions. Morphological features of hydric soils indicate that saturation and anaerobic conditions have existed under either contemporary or former hydrologic regimes. Where soil morphology seems inconsistent with the landscape, vegetation, or observabie hydrology, it may be necessary to obtain the assistance of an experienced soil or wetland scientist to determine whether the soil is hydric. ' Uf31. °Obli��atr Wetland,occurs an esrimated 99%in wetlands. FACW-Facultative Wetland,has an estimated G7°,i�-99°•o probability o('occurrence in wetlands. FAC—Facultative, is equally likely to occur in wetlands and non- �vetlands.3�",�0-66`!%probability. FACU=Facultative Upland,occurs in wetlands only occasionally, 1°io-33% probability. iJl'L••Upland,almost never occurs in wetlands. <l°%o probability.N1=No Indicator, insufficient inf'ormation available to determine an indicator status. Positive or negative sign indicate a (requency toward higher (•F) or lower(-) i'requency of occurrence with an category. Wetland Delineation-Mitigation-Permitting-Monitoring-Sanking-Functional Analysis-T& E Surveys 3 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals , Pond & Lake Weed Control &Fish Stocking-Tree Surveys-Natural Resource Management Plans . � �acobson Environmentai, PLLC www.jacobsonenvironmental.com Environmental Consultants � Wayne 7acobson, P.S.S.,W.D.C.,'P.W.S., A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Cell � Email: jacobsonenv@msn.com To clarify on some Hennepin County sites, 1. Many of these soils have black or gray parent materials 2. Many of the soils have a high organic matter content 3. The hydric soil margin is typically higher than the wetland boundary margin on the site 4. Not all of the obviously wetter soils will be identified by the indicators 5. Many of the hydric soils are Mollisols which are classic problem hydric soils in many cases Field Indicators of Hvdric Soils A1 Histosol. Classifies as a Histosol (except Folist) or as a Histel (except Folistel). User Notes: In a Histosol, typically 16 inches or more of the upper 32 inches is organic soil material. Organic soil materials have organic-carbon contents by weight of 12 to 18 percent or more, depending on the clay content of the soil. These materials include muck (sapric soil material), mucky peat(hemic soil material), and peat(fibric soil material). A2 Histic Epipedon. A histic epipedon underlain by mineral soil material with chroma 2 or less. ' U$er Notes: Most histic epipedons are surface horizons 8 inches or more thick of organic soil materiaL Aquic conditions or artifical drainage is required. A3 Black Histic. A layer of peat, mucky peat, or muck 8 inches or more thick that starts within the upper 6 inches of the soil surface; has hue of 10YR or yellower, value of 3 or less, and chroma of 1 or _ less; and is underlain by mineral soil material with chroma of 2 or less. User Notes: Unlike indicator A2, this indicator does not require proof of aquic conditions or artifical drainage. . A4 Hydrogen Sulfide. A Hydrogen sulfide odor within 12 inches of the soil surface. A5 Stratified Layers. Several stratified layers starting within the upper 6 inches of the soil surFace. At least one of the layers has value of 3 or less and chroma of 1 or less, or it is muck, mucky peat, or a mucky modified mineral texture. The remaining layers have chroma of 2 or less. For any sandy material that constitutes the layer with value of 3 or less and chroma of 1 or less, at least 70 percent of the visible soil particles must be masked with organic soil material, viewed through a 10x or 15x hand lens. Observed without a hand lens, the particles appear to be close to 100 percent masked. User Notes: Use of this indicator may require assistance from a trained soil scientist with local experience. The minimum organic carbon content of at least one layer of this indicator is slightly less than is required for indicator A7. An undisturbed sample must be observed. Individual strata are dominantly less than 1 inch thick. A hand lens is an excellent tool to aid in the identification of this indicator. Many alluvial soils have stratified layers at greater depths; these soils do not meet the requirements of this indicator. Many alluvial soils have stratified layers at the required depths but do not have chroma of 2 or less; these do not meet the requirements of this indicator. The stratified layers occur in any soil texture. Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 4 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control & Fish Stocking-Tree Surveys-Natural Resource Management Plans 1 4 �acobson Environmental, PLLC www.jacobsonenvironmental.com Environmental Consultants Wayne Jacobson, P.S.S., W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboidt Avenue North, Brookiyn Center, MN 55430 (612) 802-6619 Cell Email: jacobsonenv@msn.com A10 0.75 inch Muck. A layer of sapric muck 0.75 inch or more thick with value 3 or less and chroma 1 or less, starting within 6 inches of the soil surface. User Notes: this indicator requires a minimum muck thickness of 0.75 inch. Normally, this expression of ' anaerobiosis is at the soil surface; however, it may occur at any depth within 6 inches. Muck is sapric soil material with a minimum content of organic carbon that ranges from 12 to 18 percent, depending on the • content of clay. Organic soil material is called muck if virtually all of the material has undergone sufficient decomposition to limit the recognition of the plant parts. Hemic and Fibric soil material do not qualify. Generally, the sapric muck is black and has a"greasy" feel; sand grains should not be evident. A11 Depleted below dark surface. A layer with a depleted or gleyed matrix that has 60 percent or more chroma of 2 or less, starting within 12 inches of the soil surface, and having a minimum thickness of either: a. 6 inches or b. 2 inches (if the 2 inches consists of fragmental soil material) c. Common in Mollisols—on this wetland site, could be Gtencoe or Webster ,:;. . Loamy or clayey layer(s) above the depleted or gleyed matrix must have value of 3 or less and chroma of 2 or less. Any sandy material above the depleted or gleyed matrix must have value of 3 or less and chroma of 1 or less, and, viewed through a 10x or 15x.hand lens, at least 70 percent of the visible soil - particles must be masked with organic material. Observed without a hand lens, the particles appear to be close to 100 percent masked. � User Notes: This indicator often occurs in Mollisols but also applies to soils with umbric epipedons and dark colored ochric epipedons. For soils with dark colored epipedons more than 12 inches thick, use indicator Al2. A depleted matrix requires value of 4 or more and chroma of 2 or less. Redox concentrations, including soft iron-manganese masses and/or pore linings, are required in soils with matrix colors of 411, 4/2, or 5/2. A, E, and calcic horizons may have low chromas and high values and may therefore be mistaken for a depleted matrix; however, they are excluded from the concept of depleted matrix unless the soil has common or many distinct or prominent redox concentrations occurring as soft masses or pore linings. Al2 Thick Dark Surface. A layer at least 6 inches thick with a depleted or gleyed matrix that has 60 percent or more chroma 2 or less starting below 12 inches of the surface. The layer above the depleted or gleyed matrix must have value of 2.5 or less and chroma of 1 or less to a depth of at least 12 inches and value of 3 or less and chroma of 1 or less in any remaining layers above the depleted or gleyed matrix. In any sandy material above the dep{eted or gleyed matrix, at least 70 percent of the visible soil particles must be masked with organic material, viewed through a 10x or 15x hand lens. Observed without a hand lens, the particles appear to be close to 100 percent masked. User Notes: This indicator applies to soils that have a black layer 12 inches or more thick and have value of 3 or less and chroma of 1 or less in any remaining layers directly above a depleted or gleyed matrix. This indicator is most often associated with overthickened soils in concave landscape positions. A depleted matrix requires value of 4 or more and chroma of 2 or less. Redox concentrations, including soft iron-manganese masses and/or pore linings, are required in soils with matrix colors of 4/1, 4/2 or 5/2. A, E, and calcic horizons may have low chromas and high values and may therefore be mistaken for a depleted matrix; however, they are excluded from the concept of depleted matrix unless the soit has common or many distinct or prominent redox concentrations occurring as soft masses or pore linings. Wetfand Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 5 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control & Fish Stocking-Tree Surveys-Natural Resource Management Plans � I � �acobson Environmental, PLLC www.jacobsonenvironmental.com Environmental Consultants Wayne Jacobson, P.S.S., W.D.C., P.W.S., A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Celi Emaii: jacobsonenv@msn.com A16 Caast Prairie Redox. A layer starting within 6 inches of the soil surface that is at least 4 inches thick and has a matrix chroma of 3 or less with 2 percent or more distinct or prominent redox concentrations occurring as soft masses and/or pore linings. User Notes: These hydric soils occur mainly on depressional landforms and portions of the intermound landforms on the Lissie Formation. Redox concentrations occur mainly as iron dominated pore linings. Common or many redox concentrations are required. Chroma 3 matrices are allowed because they may be the color of stripped sand grains or because few or common sand-sized reddish chert particles occur and may prevent obtaining chroma 2 or less. S1 Sandy Mucky Mineral. A layer of mucky modified sandy soil material 2 inches or more thick starting within 6 inches of the soil surface. User Notes: "Mucky" is a USDA texture modifier for mineral soils. The content of organic carbon is at least 5 percent and ranges to as high as 14 percent for sandy soils. The percent required depends on the ctay content of the soil; the higher the clay content, the higher the amount of organic carbon required. An example is mucky fine sand, which has at least 5 percent but not more than about 12 percent organic carbon. '� S3 5 cm Mucky Peat or Peat. A layer of mucky peat or peat 2 inches or more thick with value of 3 or less and chroma of 2 or less, starting within 6 inches of the soil surface, and underlain by sandy soil � material. - � User Notes: Mucky peat(hemic soil material) and peat (fibric soil material) have a minimum organic carbon content of 12 to 18 percent, depending on the content of clay. Organic soil material is called peat if virtually all of the plant remains are sufficiently intact to permit identification of plant remains. Mucky peat is at an intermediate stage of decomposition between peat and highly decomposed muck. To ascertain if mucky peat and/or peat are present, determine the percentage of rubbed fibers. S4 Sandy Gleyed Matrix. A gleyed matrix that occupies 60 percent or more of a layer starting - within 6 inches of the soil surface. User Notes: Gley colors are not synonymous with gray colors. They are the colors on the gfey color pages in the Munsell color book (Gretag-Macbeth, 2000). They have hue of N, 10Y, 5GY, 10GY, 5G, 10G, 56G, 106G, 56, 10B, or 5P6 and value of 4 or more. For this indicator, the gleyed matrix only has to be present within 6 inches of the surface. Soils with gleyed matrices are saturated for periods of a significant duration; as a result, there is no thickness requirement for the layer. S5 Sandy Redox. A layer starting within 6 inches of the soil surface that is at least 4 inches thick and has a matrix with 60 percent or more chroma of 2 or less and 2 percent or more disfinct or prominent redox concentrations occurring as soft masses and/or pore linings. User Notes: "Distinct" is defined as readily seen b.ut contrast only moderately with the color to which compared. "Prominent" is defined as contrasting strongly in color. Redox concentrations include iron and manganese masses (reddish mottles)and pore linings (Vepraskas, 1994). Includeci within the concept or redox concentrations are iron-manganese bodies occurring as soft masses with diffuse boundaries. Common (2 to less than 20 percent)or many(20 percent or more) redox concentrations are required (USDA, NRCS 2002). If the soil is saturated at the time of sampling, it may be necessary to let it dry to a moist condition for redox features to become visible. This is a very common indicator of hydric soils and is often used to identify the hydric/nonhydric soil boundary in sandy soils. . Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 6 . Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis&Delineation-Environmental Referrals Pond &Lake Weed Control & Fish Stocking-Tree Surveys-Natural Resource Management Plans f t. �acobson Environmental, PLLC www.Jacobsonenvironmental.com Environmental Consultants Wayne Jacobson, P.S.S., W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboidt Avenue North, Brookiyn Center, MN 55430 � (612) 802-6619 Cell Email: jacobsonenv@msn.com S6 Stripped Matrix. A layer starting within 6 inches of the soil surface in which iron-manganese oxides and/or organic matter have been stripped from the matrix and the primary base color of the soil material has been exposed. The stripped areas and translocated oxides and/or organic matter form a faintly contrasting pattern of two or more colors with diffuse boundaries. The stripped zones are 10 percent or more of the volume and are rounded. User Notes: This indicator includes the indicator previously named "polychromatic matrix" as wefl as the term "streaking". Common or many areas of stripped (unmasked) soil materials are required. The stripped areas are typically 0.5 to 1 inch in size but may be larger or smaller. Commonly, the stripped . areas have value of 5 or more and chroma of 1 and/or 2, and the unstripped areas have chroma of 3 and/or 4. The matrix (predominant color) may not have the material with chroma of 3 and/or 4. The mobilization and translocation of oxides and/or organic matter is the important process and should result in splotchy masked and unmasked soil areas. This may be a difficult pattern to recognize and is more evident when a horizontal slice is observed. F1 Loamy_Mucky Mineral. A layer of mucky modified loamy or clayey soil material 4 inches or more thick starting within 6 inches of the soil surface. User Notes: "Mucky" is a USDA texture modifier for mineral soils. The content of organic carbon is at least 8 percent but can range to as high as 18 percent. The percentage required depends on the clay content of the soil; the higher the clay content, the higher the content of organic carbon required. An example is mucky sandy loam, which has at least 8 percent organic carbon but not more than about 14 percent. � F2 Loamy Gleyed Matrix. A gleyed matrix that occupies 60 percent or more of a layer starting within 12 inches of the soil surface. � User Notes: Gley colors are not synonymous with gray colors. They are the colors on the gley color pages of the Munsell color book. They have a hue of N, 10Y, 5GY, 10GY, 5G, 10G, SBG, 106G, 5B, 106, or 5PB and value of 4 or more. The gleyed matrix only has to be present within 12 inches of the soil surface. Soils with gleyed matrices are saturated for periods of a significant duration; as a result, there is no thickness requirement for the layer. F3 Depleted Matrix. A layer that has a depleted matrix with 60 percent or more of chroma 2 or less and that has a minimum thickness of either: a. 2 inches if the 2 inches is entirely within the upper 6 inches of the soil, or � b. 6 inches, starting within 10 inches of the soil surface. User Notes: A depleted matrix requires a vafue of 4 or more and chroma of 2 or less. Redox concentrations, including soft iron-manganese masses and/or pore linings, are required in soils with matrix colors of 4/1, 4/2, or 5/2. A, E, and calcic horizons may have low chromas and high values and may therefore be mistaken for a depleted matrix; however, they are excluded from the concept of depleted matrix un�ess the soil has common or many distinct or prominent redox concentrations occurring as soft masses or pore linings. The low chroma matrix must be the result of wetness and not a weathering or parent material feature. Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 7 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control &Fish Stocking-Tree Surveys-Natural Resource Management Plans , , �acobson Environmentaf, PLLC www.jacobsonenvironmentai.com Environmental Consultants Wayne 7acobson, P.S.S., W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brooklyn Center, MN 55430 , (612) 802-6619 Cell Email: jacobsonenv@msn.com F6 Redox Dark Surface. A layer that is at least 4 inches thick, is entirely within the the upper 12 inches of the mineral soil, and has: . a. matrix value of 3 or less and chroma 1 or less and 2 percent or more distinct or prominent redox concentrations occurring as soft masses or pore linings, or b. matrix value of 3 or less and chroma of 2 or iess and 5 percent or more distinct or prominent redox concentrations occurring as soft masses or pore linings. User Notes: This is a very common indicator used to delineate wetland soils that have a dark surface layer. Redox concentrations in mineral soils with a high content of organic matter and a dark surface layer commonly are small and difficult to see. The organic matter masks some or all of the concentrations that may be present. Careful examination is required to see what are commonly brownish redox concentrations in the darkened materials. If the soil is saturated at the time of sampling, it may be necessary to let it dry to at least a moist condition for redox features to become visible. Soils that are wet because of ponding or have a shallow, perched layer of saturation may have any color below the dark surface. It is recommended that delineators evaluate the hydrologic source and examine and describe the layer below the dark colored epipedon when applying this indicator. F7 Depleted Dark Surface. Redox depletions with value of 5 or more and chroma of 2 or less in a layer that is at least 4 inches thick, is entirely within the upper 12 inches of the mineral soil and has: . • � a. matrix value of 3 or less and chroma of 1 or less and 10 percent or more redox depletions, or b. matrix value of 3 or less and chroma of 2 or less and 20 percent or more redox depletions. User Notes: Care should be taken not to mistake mixing of an E or calcic horizon into the surface layer for `depletions. The"pieces"of E and calcic horizons are not redox depletions. Knowledge of local conditions is required in areas where E and/or calcic horizons may be present. In soils that are wet because of subsurface saturation, the layer directly below the dark surface layer should have a depleted or gleyed matrix. Redox depletions should have associated microsite redox concentrations that occur as Iron pore linings or masses within the depletion(s) or surrounding the depletion(s). F8 Redox Depressions. In closed depressions subject to ponding, 5 percent or more distinct or prominent redox concentrations occurring as soft masses or pore linings in a fayer that is 2 inches or more thick and is entirely within the upper 6 inches of the soil. � User Notes: This indicator occurs on depressional landforms, such as vernal pools, playa lakes, rainwater basins, "Grady" ponds, and potholes. It does not occur in 3 foot wide microdepressions on convex or plane landscapes. We have reviewed the report for vegetative species at the boundary and data sheets for hydric soil indicators and we have revised selected wetfand boundary areas which were staked with flags and orange wefland boundary flagging, they are shown on the final map as redlines. Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 8 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals . Pond & Lake Weed Control &Fish Stocking-Tree Surveys-Natural Resource Management Plans � �acobson Environmental, PLLC www.jacobsonenvironmental.com Environmental Consultants Wayne 7acobson, P.S.S., W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Cell Email: jacobsonenv@msn.com F12 Iron-Manganese Masses. On flood plains, a layer 4 inches or more thick with 40 percent or more chroma of 2 or less and 2 percent or more distinct or prominent redox concentrations occurring as soft iron-manganese masses with diffuse boundaries. The layer occurs entirely within 12 inches of the soil surface. Iron-manganese masses have value and chroma of 3 or less. Most commonly, they are black. The thickness requirement is waived if the layer is the mineral surface layer. User Notes: These iron-manganese masses generally are small (2 to 5mm in size) and have value and chroma of 3 or less. They can be dominated by manganese and therefore have a color approaching black. The low matrix chroma must be the result of wetness and not be a weathering or parent material feature. Iron-manganese masses should not be confused with the larger and redder iron nodules associated with plinthite or with concretions that have sharp boundaries. This indicator occurs on flood plains along rivers, such as the Apalachicola, Congaree, Mobile, Savannah, and Tennessee Rivers. Hvdrology The presence of current wetland hydrology was determined through direct observation of free water in the excavated soil pit, saturated soil conditions or soil redoximorphic features. However, the effect of on-or off-site hydrologic alterations may not always fully be accounted for when �outine delineation methods are used. ' In the Midwest Region, hydrology indicators are in four groups: � A) indicators based on the direct observation of surface water or groundwater during a site visit Indicator A1: Surface water Category: Primary ' General Description: This indicator consists of the direct, visual observation of survace water(flooding or ponding) during a site visit. Indicator A2: High water table Category: Primary General Description: This indicator consists of the direct, visual observation of the water table 12 in (30 cm) or less below the surface in a soil pit, auger hole, or shallow monitoring well. This indicator includes water tables derived from perched water, throughflow, and discharging groundwater(e.g., in seeps)that may be moving laterally near the soil surface. Indicator A3: Saturation Category: Primary General Description: Visual observation of saturated soil conditions12 in. (30cm)or less from soil surface as indicated hy water glistening on the surfaces and broken interior faces of soil samples removed from the pit or auger hole. This indicator must be associated with an existing water table located immediately below the saturated zone; however,this requirement is waived under episaturated conditions if there is a restrictive soil layer or bedrock within 12 in. (30 cm) of the surface. B) indicators of evidence that the site is subject to flooding or ponding Indicator B1: Water marks � Category: Primary General Description: water marks are discotorations or stains on the bark of woody vegetation, rocks, bridge supports, buildings, fences, or other fixed objects as a result of inundation. Wet{and Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis T& E Surveys 9 Phase I Environmenta� Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control &Fish Stocking-Tree Surveys-Natural Resource Management Plans � � �acobson Environmental, PLLC www.jacobsonenvironmental.com Environmental Consultants Wayne Jacobson, P.S.S., W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Celi Email: jacobsonenv@msn.com � Indicator 62: Sediment deposits ' Category: Primary General Description: Sediment deposits are thin layers or coatings of fine-grained mineral material (e.g., silt or clay) or organic matter(e.g., pollen), sometimes mixed with other detritus, remaining on tree bark, plant stems or leaves, rocks, and other objects after surface water recedes. Indicator B3: Drift deposits Category: Primary " General Description: Drift deposits consist of rafted debris that has been deposited on the ground surface or entangled in vegetation or other fixed objects. Debris consists of remnants of vegetation (e.g., branches, stems, and leaves), man-made litter, or other waterborne materials. Drift material may be deposited at or near the high water line in ponded or flooded areas, piled against the upstream sides of trees, rocks, and other fixed objects or widely distributed within the dewatered area. . Indicator B4: Algal mat or crust Category: Primary General Description: This indicator consists of a mat or dried crust of algae, perhaps mixed with other �, detritus, left on or near the soil surface after dewatering. ' Indicator 65: Iron deposits . Category: Primary �. General Description: This indicator consists of a thin orange or yeilow crust or gel of oxidized iron on the soil surface or on objects near the surface. Indicator B7: Inundation visible on aerial imagery Category: Primary ' General Description: One or more recent aerial photographs or satellite images show the site to be inundated. Indicator B8: Sparsely vegetated concave surface . Category: Primary General Description: On concave land surface (e.g., depressions and swales), the ground surface is either unvegetated or sparsely vegetated (less than five percent ground over) due to long-duration ponding during the growing season. Indicator 69: Water-stained teaves Category: Primary General Description: Water-stained leaves are fallen or recumbent dead leaves that have turned grayish or blackish in color due to inundation for long periods. Indicator B13: Aquatic fauna • Category: Primary General Description: Presence of live individuals, diapausing insect eggs or crustacean cysts, or dead remains of aquatic fauna, such as, but not limited to clams, aquatic snails, aquatic insects, ostracods, shrimp, other crustaceans, tadpoles, or fish, either on the soil surface or clinging to plants or other emergent objects. Indicator B14: True aquatic ptants � Category: Primary General Description: This indicator consists of the presence of five individuals or dead remains of true aquatic plants. Wetiand Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 10 � Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis& Delineation-Environmental Referrals Pond & Lake Weed Control &Fish Stacking-Tree Surveys-Natural Resource Management Plans ; , �acobson Environmental, �PLLC www.jacobsonenvironmentai.com Environmentai Consultants , Wayne 7acobson, P.S.S., W.D.C., P.W.S., A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboidt Avenue North, Brookiyn Center, MN 55430 (612) 802-6619 Cell Email: jacobsonenv@msn.com Indicator 66: Surface soil cracks Category: Secondary General Description: Surface soil cracks consist of shallow cracks that form when fine-grained mineral or organic sediments dry and shrink, often creating a network of cracks or small polygons. Indicator B10: Drainage patterns Category: Secondary General Description: This indicator consists of flow patterns visible on the soil surFace or eroded into the soil, low vegetation bent over in the direction of Flow, absence of leaf litter or small woody debris due to flowing water, and similar evidence that water flowed across the ground surface. . C) indicators that the soil was saturated recently Indicator C1: Hydrogen sulfide odor Category: Primary General Description: A hydrogen sulfide(rotten egg) odor within 12 (30 cm)of the soil surface. ° Indicator C3: Oxidized rhizospheres along living roots � Category: Primary General Description: Presence of a layer containing 2 percent or more iron-oxide coatings or plaques on � the surfaces of living roots and/or iron-oxide coatings or linings on soil pores immediately surrounding living roots within 12 in. (30 cm)of the soil surface. - lndicator C4: Presence of reduced iron Category: Primary General Description: Presence of a layer containing reduced (ferrou5) iron in the upper 12 in. (30 cm)of the soil profile, as indicated by a ferrous iron test or by the presence of a soil that changes cofor upon exposure to the air. Indicator C6: Recent iron'reduction in tilled soils Category: Primary General Description: Presence of a layer containing 2 percent or more redox concentrations as pore linings or soft masses in the tilled surface layer of soils cultivated within the last two years. The layer containing redox concentrations must be within the tilled zone or within 12 in. (30 cm) of the soil surface, whichever is shallower. � Indicator C7: Thin muck surface Category: Primary General Description: This indicator consists of a layer of muck 1 in. (2.5 cm)or less thick on the soil surface. indicator C2: Dry-season water table Category: Secondary General Description: Visual observation of the water table between 12 and 24 in. ( 30 and 60 cm) below the surface during the normal dry season or during a drier-than-normal year. Indicator C8: Crayfish burrows Categ�ry: Secondary General Description: Presence of crayfish burrows, as indicated by openings in soft ground up to 2 in. (5 cm) in diameter, often surrounded by chimney-.like mounds of excavated mud. Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 11 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis& Delineation-Environmental Referrals Pond & Lake Weed Control &Fish Stocking-Tree Surveys-Natural Resource Management Plans , � �acobson Environmental, PLLC www.jacobsonenvironmental.com Environmental Consultants Wayne 7acobson, P.S.S.,W.D.C., P.W.S.,A.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboidt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Cell � Email: jacobsonenv@msn.com ' Indicator C9: Satu.ration visible on aerial imagery Category: Secondary General Description: One or more recent aerial photographs or satellite images indicate soil saturation. Saturated soil signatures must correspond to field-verified hydric soils, depressions or drainage patterns, differential crop management, or other evidence of a seasonal high water table. . D)vegetation and soil features that indicate that wet conditions are recent and not historical. Indicator D9: Gauge or well data , • Category: Primary General Description: Stream or lake gauge data, or groundwater well data, indicate that the site is inundated or has a water table 12 in. (30 cm) or less below the surface for 14 or more consecutive days during the growing season in most years (at least five years in 10, or 50 percent of higher probability}, or meets an alternative wetland hydrology standard established for a particular geographic area or wetland type. , Indicator D4: Stunted or stressed plants Category: Secondary � General Description: In agricultural or planted vegetation located in a depression, swale, or other topographically low area, this indicator is present if individuals of the same species growing in the potential wetland are clearly of smaller stature, less vigorous, or stressed compared with individuals growing in nearby drier landscape situations. . Indicator D2: Geomorphic position . Category: Secondary General Description: This indicator is present if the immediate area in question is located in a depression, drainageway, concave position within a floodplain, at the top of a slope, on the low-elevation fringe of a pond or other water body, or in an area where groundwater discharges. ' Indicator D5: FAC-neutral test Category: Secondary General Description: The plant community passes the FAC-neutral test. With these indicators, only one primary indicator needs to be present, or at least two secondary indicators for the hydrology criterion to be met. Wetland Classification Wetland classifications discussed in the text are set forth in Wetlands and Deepwater Habitats of the United States(FWS/OBS Publication 79/31, Cowardin et al. 1979) and Wetlands of the United Sfates (USFWS Circular 39, Shaw and Fredine, 1971.) Additionally, plant community types as named by Eggers and Reed (1998) are given. , Topographic maps, National Wetlands Inventory maps, the Hennepin County Soil Survey, Aerial Photographs, and DNR Protected Waters maps were consulted to focate potential wetland habitats. The Routine On-site Determination Method was used on this site. In this method, the following � � procedures were used: 1) The vegetative community was sampled in all present strata to determine whether 50% of the dominant plant species were hydrophytic using the 50/20 method. Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 12 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control &Fish Stocking-Tree Surveys-Natural Resource Management Plans � L �acobson Environmental, PLLC www.jacobsonenvironmentai.com Environmental Consultants Wayne Jacobson, P.S.S.,W.D.C., P.W.S.,A`.F.S. ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Cell Emaii: jacobsonenv@msn.com 2) Soil pits were dug using a dutch auger to depths of 18"-40", noting soil profiles and any hydric soil characteristics. 3) Signs of wetland hydrology were noted and were compared to field criteria such as depth to shaltow water table and depth of soil saturation found in the soil pits. . � , Wetland edges were marked with orange numbered pin flags. 4-foot wood lath marked with orange "wetland boundary"flagging tape or flagging tied on vegetation may be used if site conditions warrant. Any wetlands were mapped by Jacobson Environmental using a Trimble Pathfinder Pro GPS mapping unit which is accurate to 0.5 meters in the horizontal plane. At least one sample point transect crosses each delineated wetland edge. These transects consist of an upland sample point, and a wetland sample point. Other sample points may be located in areas which have one or more of the wetland vegetation, soils, or hydrologic characteristics present, or where questionable conditions exist. Sample points are marked with orange pin flags with a pink ribbon tied on them. Sample data sheets are found in Appendix B. ,.,,. Results �, Basin 1 Basin 1 is a PEMBd Type 2 wet meadow comprised of 96% reed canarygrass, 1% common buckthorn, . 1% bittersweet nightshade, and 1% giant goldenrod, along with a few other species. The wetland boundary was typically a transition from common buckthorn to reed canarygrass with a topographic break. The soils changed from dry Hamel soil to saturated Hamel soil in the wetland. Soil saturation was present in the wetland, and hydrology disappeared in the upland. Basin 2 Basin 2 is a PEM/SS1 Bd Type 2/6 wet meadow/shrub swamp comprised of 10% sandbar willow as shrubs, 97% reed canarygrass, and 1% bittersweet nightshade with a few other species. The wetland boundary was typically a transition from smooth brome to reed canarygrass with a topographic break. The soils changed from Lerdal upland soil to Hamel soil in the wetland. Soil saturation was present in the wetland, and hydrology disappeared in the upland. The National Wetland Inventory Map (NWI) (Figure 2) identifies the two wetlands flagged on the subject site. According to the DNR Protected Waters Map (PWI) (Figure 4) of Hennepin County the site has no public waters on the site. Figure 5 shows the wetlands present on-site. Figure 6 is a parcel map of the . wetlands. According to the Web Soil Survey (Figure 3)the following hydric soils existed on the parcel: Hamel Photographs were taken of the site and some are included in Appendix C. Confirmation of Jurisdictional Status We are submitting this report to the client and regulatory agencies to request a wetland boundary and type determination. We have enclosed an official WCA Approval of Wetland Type and Boundary form in Appendix D along with a USCOE wetland delineation concurrence request. Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 13 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control &Fish Stocking-Tree Surveys-Natural Resource Management Plans . 1 I �acobson Environmental, PLLC www.jacobsonenvironmentai.com Environmental Consultants Wayne]acobson, P.S.S., W.D.C., P.W.S., A.F.S. � ------------------------------------------------------------------------------------------------------------ 5821 Humboldt Avenue North, Brooklyn Center, MN 55430 (612) 802-6619 Cell Emaii: jacobsonenv@msn.com . Concfusion This wetland delineation meets the standards and criteria described in the 1987 U.S. Army Corps of Engineers Wetland Delineation Manual and the 2008 Regional Supplement to the Corps of Engineers Wetland Delineation: Midwest Region. This was a Routine On Site Determination and the results reflect the conditions present at the t+me of the delineation. ` If any wetland impacts are planned for this project, permits would be necessary from the LGU (City of Orono) and other agencies. A construction approval form signed by the LGU needs to be with a contractor impacting any wetlands to avoid a violation as presented in Appendix E. I certify that I reviewed the field anafysis and wrote the report for this wetland delineation. Thank you for the opportunity to provide wetland services on this important project. • � � �, y ��i� /�'/!•-'•' 1�^// �, �--. y. W e E. Jacobson i . Date � Professional Soil Scientist#30611 Professional Wetland Scientist#1000 Wetland Delineator, Certified#1019 � Associate Fisheries Scientist#A-171 � Jacobson Environmental, PLLC. Regulators: Catherine Bach, MCWD � Melissa Jenny, USCOE Lynda Peterson, BWSR � Wetland Delineation-Mitigation-Permitting-Monitoring-Banking-Functional Analysis-T& E Surveys 14 Phase I Environmental Assessments-EAW's-Soil ID-Soil Analysis & Delineation-Environmental Referrals Pond & Lake Weed Control &.Fish Stocking-Tree Surveys-Natural Resource Management Plans I C FIGURES , . . . . . .... .. � i 1 �sI�SGS Minnea olis, Minnesota, United States �1 Juf 1993 --�— � � _�'s�YE?�?�? . �L:�'-'1' . x .�� ,-.��L��. �� _.��,�.�.T,r� '.,'"'{� 1 ='� } Mtt � '�`�`� �,,,% �1��/"� �'�;_ � � �44��L,1�I ;.H±t., a" ,� 1Y A/ ``�- ,a''�;e :�.. � P l ��:� ` �t'��., �'r, i . +A'�4TM".pd'4�- .t�' s_.��+S . �'`�a, '"'�-r '�° l i `��--'. �`~�.;.r `� �mI2 � i •:t'_—._ -� �, � f'F' ��. � i a.. "�' '.�� ,� `�' '�� 1 �. w.-.,,.. .e ti, r _ �—�,.,,.,•.--..—^-•.. 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Jacobson Eavirpnmental, PLLC. - Project No. 2011-87 ' ' � APPENDIX A Precipitation Data '['�Y 1 � Prccipitation Uocumentation Workshcct Using Gridded Database Pabe 1 vf 1 Minnesota Climatolo Workin Grou � gY g p 5lc!c` t_ii�Y�a[c�lc�a}� Uif;i.r� UldR [);':'!;fG:; ::? 1�.:..;;i:>>IC'd� ;•l�l� '�'�c ti=t R:S'C;t;If:PS University of Minnesota home � current conditions � journal � past data � summaries � agriculture � other sites � contact us � search Precipitation Worksheet Using Gridded Database Precipitation data for target wetland location: county: Hennepin township number: 118N township name: Medina range number: 23W nearest community: Stubbs Bay section number: 31 Aerial photograph or site visit date: Tuesday, October 18, 2011 , �,�w5 �� (values are in inches) first prior month: second prior month: third prior month: September 2011 August 2011 July 2011 estimated precipitation total for this location: Q,2(0 9C ¢.�7 �G �•3$ � there is a 30% chance this location will have less than: � 2.19 2.81 2.47 there is a 30% chance this location will have more than: � 4.09 � 4.81' 4.62 type of month: dry norn�ai wet dty. Morynq ' 4V�'�" monthly score 3 * 1 = 3 2 * Z - 1 * 3= 3 multi-month score: � 6 to 9 (dry) ;�� :�: '� :norm�l; 15 to 18 (wet) �Q �NO1'�l view USDA-NRCS WETS data for Hennepin County Other Resources: � ■ retrieve daily precipitation data ■ view radar-based precipitation estimates ■ .view weekly precipitation maps ■ Nydrology Tools for Wetland Determination, USDA-NRCS *from USDA-NRCS two-parameter gamma distribution fit of 1981-2010 data , l.u_.1/..l:.Y..�„ .,.,,.,.,, ,,,1,.l..,,,*1.,.�.rll�irnrLnhmt ��.,�„��X„rrr,R:-ddAAIAR�naccYntmR'�=49R15Rf)r�nassr.rnmtv.__ l0/20/2011 lilbh ll�Nstt}� raciius retric��a1 U71"?I U Pa�e 1 vf 1 'Closest Station' Climate Data Retrieval The data matching your request is at the bottom of this page or should appear there within one minute. Target location is Lat:44.98590 Lon: 93.63526 setlocation retrieve only this station: 215136 MAPLE PLAIN • years: 2011 • to 2011 • • number of missing days allowed per month: 3 retrieve data from the following data sources: Precipitation from High Density Nefwork Precipitation from National WeatherService Temperature from National Weather Service=: � � Snow from IVationaf Weather Service get monthly get daily � useDNRhid: False�True Target: lat 44.98590 lon 93.63526 mon year cc tttN rrW ss nnnn o000000o pre aaaaaa Tmx Tmn aaaaaa sno SnD dis ]an 2011 217020 .67 8 m�• Feb 2011 217020 .92 8 m�• Mar 2011 211448 2..32 9 mi• Apr 2011 211448 2.99 9 m�• May 2011 211448 4.78 9 m� • ]un 2011 211448 3.98 9 m� • )ul 2011 211448 5.38 9 m�• Aug 2011 211448 4.27 9 mi. Sep 2011 211448 .z6 9 m�• oct 2011 211448 m 9 m� • Nov 2011 m 999 mi. Dec 2011 m 999 mi . Where indicated: Missing values are shown as'm'. Days on which precip accumulated in the gage are shown as'-'.'TTTT RR SS'is the'public land survey(PLS)'or'legal'location of the observed data.Section values greater 36 are SECTIC'TIC'locations plus 100. 'NWS ID'the National Weather Service Cooperative station number. Note that the'PLS'will always be correct for precipitation data while the'NWS ID'will always be correct for the temperature data. If no PLS info is supplied the the'NWS ID'number applies to all shown data. return to retrieval selection � State Climatology Office-MnDNR-Waters, 1996-2002 You can send e-mail to the Sfate Climatology Office. httn•//clin�al� tn„n crlttl{1TT)r:tdius/raCliuS.aSi� ��/��201� APPENDIX B Sample Data Sheets ^ r, ej, . � WETLAND DETERMINATION DATA FORM -Midwest Region ProjecUSite ny„�� ,¢�'�o � bl.f.�;� City/County: �� Sampling Date: �o�(8�t� Applicant/Owner: ' f,_pr� Gh r_,ti�: State:_1„�� Sampling Point:_j —v� Investigator(s): W�" 3ection,Township, Range: Landform(hilislope,terrace,etc.): �;j�s�r��s� Local relief(concave,convex, none : �N��Y Slope(%): _� Lat: / Long: Datum: ' Soil Map Unit Name f-t-aw,r L VWI Classification: Are climatiGhydrologic conditions of the site typical for this time of the year? � (If no,explain in remarks) Are vegetation ' �f ,soil _� ,or hydrology_� significantly disturbed? Are"normal circumstances" Are vegetation �J_,soil �� , or hydrology� naturally problematic? present?�_ SUMMARY OF FINDINGS (If needed,explain any answers in remarks.) Hydrophytic vegetation present? N Hydric soil present? �_ Is the sampfed area within a wetland? N Indicators of wetland hydrology present? �_ f yes, optional wetland 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 (Plot size: ) %Cover t Species b;}Staus Number of Dominant Species 1 that are OBL, FACW,or FAC: �(A) Z Totaf Number of Dominant 3 . Species Across all Strata: 3 (B) � 4 • Percent of Dominant Species 5 � that are OBL, FACW,or FAC:_ �(A/B) 0 =Total Cover Saplinq/Shrub straturr (Plot size: ) Prevalence fndex Worksheet 1 Total%Cover of: 2 OBL species 0 x 1 = 0 3 FACW species 0 x 2= 0 4 FAC species 0 x 3= 0 5 FACU species 0 x 4= 0 0 =Total Cover UPL species 0 x 5= 0 Herb stratum (Plot size: q�X�j'� ) Column totals 0 (A) 0 (B) � S„��r ��. � ; ' � �_ up� Prevalence Index=B/A= 2 �?-1<.n:.e ar._-__1s_a..� , �'L � �1�� g �:�s.�� _ �_ �� Hydrophytic Vegetation Indicators: "" R�`. a�1ta q �� _� ��1 _Rapid test for hydrophytic vegetation 5 Dominance test is>50% g Prevalence index is<_3.0' 7 Morphogical adaptations*(provide g suppo�ting data in Remarks or on a 9 separate sheet) 10 Problematic hydrophytic vegetation' q� =Total Cover (explain) WOOdV vine St�atum (Plot Size: ) 'Indicators of hydric soil and wetland hydrology must be � � present,unless disturbed or problematic 2 Hydrophytic 0 =Total Cover �egetation present? N Remarks:(lnclude photo numbers here or on a separate sheet) US Amy Corps of Engineers Midwest Region � � SOIL Sampling Point: �_V 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 D—! to ^2 2 a `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) Biack Histic(A3) Stripped Matrix(S6) 5 cm Mucky Peat or Peat(S3)(LRR K, L,R) Hydrogen Sulfide(A4) Loamy Mucky Mineral(F1) Iron-Manganese Masses(F12)(LRR K,L,R) Stratified Layers(A5) Loamy Gleyed Matrix(F2) Very Shallow Dark 5urface(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 welfand _Sandy Mucky Mineral(S1) _Redox Depressions(F8) hydrology must be present, unless disturbed or problematic Restrictive Layer(if observed): • Type: . Hydric soil present? _ �/ Depth(inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: . Primarv Indicators(minimum of one is required:check all that aqplv) SecondarV Indicators(minimum of two required) Surface Water(A1) Aquatic Fauna(613) Surface Soil Cracks(66) High Water Table(A2) True Aquatic Plants(614) Drainage Patterns(610) Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2) „ Water Marks(61) Oxidized Rhizospheres on Living Roots Cra�sh Burrows(C8) Sediment Deposits(62) (C3) Saturation Visible on Aerial Imagery(C9) Drift Deposits(63) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1) Algal Mat or Crust(64) Recent Iron Reduction in Tilled Soils Geomorphic Position(D2) Iron Deposits(B5) (C6) FAC-Neutral Test(D5) Inundation Visible on Aerial Imagery(B7j Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(68) Gauge or Well Data(D9) Water-Stained Leaves(B9) Other(Explain in Remarks) Field Observations: • Surface water present? Yes No G Depth(inches): Water table present? Yes No _�Depth(inches): �� Indicators of wetland 5aturation present? Yes No �_Depth(inches): �_ hydrology present? �_ (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 �.� 4��p �e��^ City/County: p,.�e Sampling Date: /D�l //I —�--��---- ApplicanUOwner: (�r� �e��, State: MN Sampling Point: J ._��— Investigator(s): W� 3ection,Township, Range: Landform (hiilslope,terrace,etc.): e�p�s•.y� Local relief(concave,convex, none . ��_ Slope(%): � Lat: r— Long: Datum: Soil Map Unit Name },�� VWI Classification:�� Are climatic/hydrologic conditions of the site typical for this time of the year? _� (If no,explain in remarks) Are vegetation �, soil _ ,,� ,or hydrology_�f significantly disturbed? Are"normal circumstances" Are vegetation �, soil � , or hydrology_� naturally problematic? present?_� SUMMARY OF FINDINGS (If needed, explain any answers in remarks.) Hydrophytic vegetation present? _ Y Hydric soil present? �/' Is the sampled area within a wetland? _ � Indicators of wetland hydrology present? � f yes,optional wetland 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 (Plot size: ) %Cover t Species Staus "�lumber of Dominant Species 1 that are OBL, FACW,or FAC: � (A) 2 Total Number of Dominant 3 • . Species Across all Strata:_ �(B) 4 Percent of Dominant Species 5 that are OBL,FACW,or FAC: Q�/o (A/B) 0 =Total Cover Saplinq/Shrub straturr (Plot size: ) Prevalence Index Worksheet 1 Total%Cover of: 2 OBL species 0 x 1 = 0 3 FACW species 0 x 2= 0 4 FAC species 0 x 3= 0� 5 FACU species 0 x 4= 0 0 =Total Cover UPL species 0 x 5= 0 Herb stratum (Plot size: q�x 9� ) �• Column totals 0 (A) 0 (B) � p��^,� ��t�� M �_.�_ �� Prevalence Index= B/A= 2 - 3 Hydrophytic Vegetation Indicators: q Rapid test for hydrophytic vegetation � - X Dominance test is>50% g Prevalence index is s3.0` 7 • Morphogical adaptations'(provide g supporting data in Remarks or on a 9 separate sheet) 10 Problematic hydrophytic vegetation` c G� _=Total Cover _(explain) Woodv vine stratum (PIOt SiZ2: ) � �Indicators of hydric soil and wetland hydrology must be � present,unless disturbed or problematic Z Hydrophytic 0 =Total C�ver vegetation present? _Y Remarks: (Include photo numbers here or on a separate sheet) US Amy Corps of Engineers Midwest Region SOIL Sampiing Point: ��' 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 _ 2 2 c G '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 vegetatiori and weltand �� " _Sandy Mucky Mineral(S1) _Redox Depressions(F8} hydrology must be present, unless disturbed or problematic Restrictive Layer(if observed): Type: � Hydric soil present? �_ • Depth(inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary 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(86) High Water Table(A2) True Aquatic Plants(B14) �Drainage Patterns(B10) Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2) • Water Marks(61) Oxidized Rhizospheres on Living Roots Cra�sh Burrows(C8) Sediment Deposits(B2) (C3) Saturation Visible 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) L FAGNeutral 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(Explain in Remarks) Field Observations: Surface water present? � Yes No �Depth(inches): — Water table present? Yes No �_�Depth(inches): 7� Indicators of wetland Saturation present? Yes �_ No Depth(inches): _1� hydrology present? _� (includes capillary fringe) Describe recorded data(stream gauge,monitoring well,aerial photos, previous inspections),if available: • Remarks: �''�i�.r .��,��t.+c �(a `�l�w :rt it:-� . US Army Corps of Engineers Midwest Region . , WETLAND DETERMINATION DATA FORM -Midwest Region Project/Site �.,�� .5� ��,� �,�� City/County: �,.�� Sampling Date:��B��_ AppiicanUOwner: L��ri�`�; State: �� Sampling Point: 2_ uP Investigator(s): (,��— �ection,Township, Range: 3! — ) !�—23 Landform(hillslope,terrace,etc.): �;��s.�o Local relief(concave, convex,none): ��s,� Slope(%): �_ Lat: Long: . Datum: Soil Map Unit Name f,,,Q�� WI Classification: 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 problematic? present?� SUMMARY OF FINDINGS (If needed,explain any answers in remarks.) Hydrophytic vegetation present? N Hydric soil present? _� is the sampled area within a wetland? N . Indicators of wetland hydrology present? � f yes, optional wetland 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 (Plot size: ) %Cover t Species Staus Number of Do�ninant Species 1 that are OBL,�FACW,or FAC: ( (A) 2 Total Number of Dominant 3 Species Across ail Strata: 2 (6) 4 Percent of Dominant Species 5 • that are OBL, FACW,or.FAC:_ �(A/B) 0 =Total Cover Saplinq/Shrub straturc (Plot size: ) Prevalence Irtdex Worksheet 1 Total%Cover of: 2 OBL species 0 x 1 = 0 3 FACW species 0 x 2= 0 4 FAC species 0 x 3= 0 5 FACU species 0 x 4= 0 0 =Total Cover UPL species 0 x 5= 0 Herb stratum (Plot size: �j'�� ) Column totals 0 (A) 0 (B) � 1 ��,�.,,A�� ;�,�m_s � �_ �_ Prevalence index=B/A= T z Zo �_ �AL 3 Sp ��_ . Hydrophytic Vegetation Indicators: J� t-��:��. —.1.� —�L �s� 4 Rapid test for hydrophytic vegetation 5 Dominance test is>50% g Prevalence index is<_3.0' � Morphogical adaptations`(provide 8 supporting data in Remarks or on a g separate sheet) 10 Problematic hydrophytic vegetation' �A=Total Cover _(explain) , WoodV vine stratum (Plot siZe: ) �Indicators of hydric soil and wetland hydrology must be � present,unless disturbed or problemaiic Z Hydrophytic 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: 2'(�P 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 d— 1 I�o , o � 2 2 , 2 G . `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 problematic Restrictive Layer(if observed): • Type: Hydric soil present? _�L • Depth(inches): Remarks: t 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(613) Surface Soil Cracks(B6) High Water Table(A2) True Aquatic Plants(B14) Drainage Patterns(610) Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2) Water Marks(61) Oxidized Rhizospheres on Living Roots Cra�sh Burrows(C8) Sediment Deposits(62) (C3) 5aturation Visible on Aerial Imagery(C9) Drift Deposits(63) Presence of Reduced Iron(C4) Stunted or Stressed Plants(D1) Algal Mat or Crust(64) . Recent Iron Reduction in Tilled Soils Geomorphic Position(D2) Iron Deposits(B5) (C6) FAC-Neutral Test(D5) Inundation Visible on Aerial Imagery(67) Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(68) Gauge or Well Data(D9) Water-Stained Leaves(B9) Other(Explain in Remarks) Field Observations: Surface water present? Yes No C Depth(inches): Water table present? Yes No �Depth(inches): � Z,¢ Indicators of wetland Saturation present? Yes No � Depth(inches): � Zs�.. hydrology present? �_ (includes capillary fringe) Describe recorded data(stream gauge,monitoring well,aerial photos, previous inspections), if available: Remarks: � US Army Corps of Engineers Midwest Region � � . WETLAND DETERMINATION DATA FORM -Midwest Region ProjecUSite_��N I�,�j� (��j.�� City/County: �'jr.�Q Sampling Date: j�g�� ApplicanUOwner: J �,,, Gy� ��• State: /�,{N Sampling Point: Z_w�^?^ Investigator(s): �� 3ection,Township, Range: 3� .- 1�� -� 2_� Landform(hilislope,terrace,etc.): ��11,�� Local relief(concave, convex, none): c��w� Slope(%): J Lat: Long: Datum: Soil Map Unit Name }.�,,,,,,�� vWl Classification: p� /�.5.�� 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 problematic? present?� SUMMARY OF FINDINGS (If needed,explain any answers in remarks.) Hydrophytic vegetation present? _ _,/ Hydric soil present? � Is the sampled area within a wetland? � Indicators of wetland hydrology present? � f yes, optional wetland 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 (Plot size: ) -„,,, %Cover t Species Staus Number of Dominant Species � that are OBL,FACW,or FAC: 2 (A) 2 Totai Number of Dominant 3 Species Across ail Strata: 2, (B) 4 Percent of Dominant Species 5 that are OBL,FACW,or FAC:_ �(A/B) . 0 =Total Cover Saplinq/Shrub straturr (Plot size: 28�X �}p� ) Prevalence Index Worksheet 1 �'Q�;,� o,,�1�� _ �SL Total%Cover of: 2 ✓ OBL species 0 x 1 = 0 3 FACW species 0 x 2= 0 Y 4 FAC species 0 x 3= 0 5 FACU species 0 x 4= 0 q-Q� �=Total Cover UPL species 0 x 5= 0 Herb stratum (Plot size: ct�X ci � ) Column totals 0 (A) 0 (B) � QJn..t,T_.-c s Q,,.,,,n.[,,2�� ,�r �! ��1 Prevalence Index=B/A= 2 3 Hydrophytic Vegetation Indicators: q Rapid test for hydrophytic vegetation g �c Dominance test is>50% g Prevalence index is�3.0" 7 Morphogical adaptations'(provide 8 supporting data in Remarks or on a g separate sheet) 10 Problematic hydrophytic vegetation' ��=Total Cover (explain) WoodV vine st�atum , (PIOt Size: ) `Indicators of hydric soil and wetland hydrology must ba � present,unless disturbed or problematic 2 Hydrophytic 0 =Total Cover vegetation present? � Remarks: (Include photo numbers here or on a separate sheet) US Amy Corps of Engineers � Midwest Region . � SOIL Sampling Point: Z.�W�-�"' Profile Description: (Describe to the depth needed to documenY the indicator or con�rm the absence of indicators.) Depth Matrix Redox Features (Inches) Color(moist) % Color(moist) % Type' LoC' Texture � Remarks D— , ' 2 G Z '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) Depieted 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 problematic Restrictive Layer(if observed): Type: Hydric sbil present? � Depth(inches): Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators Iminimum of one is required; check all that applv) Secondar�i Indicators minimum of two re uired Surface Water(A1) Aquatic Fauna(613) Surface Soil Cracks(B6) 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) Oxidized Rhizospheres on Living Roots Cra�sh Burrows(C8) Sediment Deposits(62) (C3) Saturation Visible 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(B5) (C6) �FAC-Neutral Test(D5) Inundation Visible on Aerial Imagery(B7) Thin Muck Surface(C7) Sparsely Vegetated Concave Surface(B8) Gauge or Well Data(D9) Water-Stained Leaves(B9) Other(Explain in Remarks) Field Observations: Surface water present? Yes No X � Depth(inches): — Water table present? Yes No x, Depth(inches): �Z� Indicators of wetland Saturation present? 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M n. � j �� ,sl s r��- 1 • 1 � 1 � c APPENDIX D WCA Wetland Type and Boundary and USCOE Approval Forms , , - • - � • - • ' ' ' • • • • ' � • � • - � •- � C • • _ 1. Project/Site Information Project/Site Name; ��,.,,� �j'S"p l.�./{i�r�r,�„ Local Government Unit: G%-!7 oE A-nv�o Location (address and/or T, R, Sec.): .Jv�'b Gr�r/fi-�� O.-�o.�v /-tnr �'S33'4' 2. Applicant Information Applicant Name: Lo,.�: �jti„��: Address: Zq$'S Gr�r��••�+/� City, State, Zip: Q.�a,,a1 �,yv �f. '�'3� E-mail: Phone: ��2� �70 .r,�� 3. AgentlConsultant Information ComPany Name (if applicable): ��s� ��:,,,�.�,,,�.�Pntact Person: lit,l��•ti�- �cob �5� Address: �g2� /.��,,,..b��i�Gf /yc,s..,>C.6. City, State, Zip: �i�.�/�/),,,i �/�-�/ S�S�f-3c � E-mail: J �1cvlosa^�y'� 1'�75v�. Gc�r►7 Phone: �/2��a�^�'v�ol� 4. Description of Request Check all that apply: �Wetland Boundary (must attach wetland delineation 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. �� 20// App{i t or A orized Agent Signature Date � Important Notes: , • The applicant may be required to submit multiple copies of the report/information to the LGU. The LGU may require the applicant to submit copies directly to Technical Evaluation Panel Members. Check with your LGU regarding their submif�al requirements. • The LGU decision must be made in compliance with Minnesota Statutes, section 15.99. For LGU use only Date Received: Page 1 of 1 BWSR Wetland Boundary/Type Application Form 11/10/08 . Print Form , � , �.� � l:ti:�rm�•Corps of F:n�;inrcrs tit.Paul 1lisirict Request for Corps of Engineers Wetland Delineation Review Plcase cnter the f��llowing genera! information about the property under review: Namc of property owner l.d►. G h�.,�.�,t: . Property Address (No. & Street, City, Statc, Zip Code) � �JrO Wp�'�k's��! �IAG¢-J �i�L�a �N :✓�3 Q Lat. ° Lon . ° (decimal de recs) Countv Location: S�,�J l 4 Section 3J Township /J g Range Z,3 Size of revicw arcd !p,pe� acre(s) l3y submission ol'this wct{and dc:lincation reporl I am requesting that lhe 11.5. Army C:orps ot�I;n�ineers, �t. I'aul I)istrict �rovidc mc with thc li�llowing (chcck only one box): ❑ Wctland I)rlincation C'oncurrcncc. Concurrcncc w�ith awctland dclincatic�n is a wriucn nc�tification f�re�m the C'c�rps concurrin�, not ec�ncurring, or commentin��an the wetland boundaries delineatc:d on a �rorcr��. llncicr lhis rcyucst, lhc Corps will no�address the,jurisdictional slatus of'thc wetla►�ds cm the rrc�pert}�, c�nly tlic boundarics of�thc resourccs within thc revicw ar�a. ❑ Prcliminar}� Jurisdictional Dctcnnination. n prc(iminary.jurisdictional detcrminalion is a non- hinding wriucn indicaticm lhat thcrc may b� watcrs ofthc Unitcd Statcs, includina wctlands, on a parccl or indicationti ol'the approximatc Ic�cation(s) c�f�waters oi'the United States or wetlands on a parccl. Prcliminary.jurisdictional dcl�;rminations are advisory i» nature and may not bc appealcd. � Approvcd .lurisdictional Dctcrmination. An approvcd jurisdictional detcrmination is an of'ficial Curps dctcrmination that.jurisdictional watcrs of'the l)nitcd States or navi�able watcrs of the United Slatcs, or he�th, are cither prescnt or abscnt on the property. M approved.jurisdictional determination prcciscly idcntifics thc limits oi�lhose waters on the prc�ject site detcrmined to hc_jurisdictional under the Clcan Watcr nct or Rivcrs and {farbors Act. npprovcd jurisdictional detcrminalions can hc rclicd upon hy the al�lc;cted rurty (i�r a peric�d of five years. M approvcd.jurisdictional determination inay he ° appcalcd throu��h thc Corps' administrativc appeal process. In ordcr (i�r thc Corps to proccss your rcquest, thc wetland delineatian must be prepared in accordance Wll{1 1�1C 1987 Cc�rps of Engineers Wetland Delineation Manual, any approved Re�ional Supplements to the 1987 Manual, and the Guidelines I'or Submitting Wetfand Delineations in Minnesota and Wiscons+n (hllp://www.m v p.usace.army.m i I/regu latory/). Kequestor Date /D��2o�/ Name (typcd) APPENDIX E Contractor Wetland Impact Approval Form �F . s , , - • - • • - • � • • � - • � • • • • - - • I'ursuant to Minnesota Statutes Chapter 103G .2212 an a�;ent or employee of another may not � drain. cxcavate or till a wetland, wholly or partially. unless the agent or employee has obtained a signed statcmeni Irom the property owner stating that thc wetland replacement plan requircd for thc work has been obtained, or that a rcplacement plan is not required; AND this statement is mailed to the Ic�cal government unit(LGiJ) with jurisdiction over the wetland. Work in violation of the abovc statement and Minncsota Statutes § 103G.2212 to � 103(:Z37 is a misdemeanor punishable by up to a �700 fine and 90 days in jail. n rcplaccmcnt plan is required lor any wetland drainin�, excavation, or tillin� activity that is not czcm�tcd undcr Minncsc�ta Rulcs Chaptcr R420.0122. National wctland inventc�ry maps are available f��r rc��icw at thc County Soil and Water C'onscrvation Disirict (SWCD) officcs. Many wetlands may not bc idenlilied on thr maps but are still restrictcd f'rom draining, cxcavaling, or fillin�;. ��:. C'c�ntact thc L(;U or SWC'D ol�iicc (��r assistancc. Yc�u can also call the I3oard of Watcr and St�il Kctiourccti at 651-?9G-�767 I<�r LGU c�r SWC'D location information. Prc�pert�� Owncr Namc � /lddresti Phonc Work Sitc I,ocation: (address or property location) C'ontractor Namc: (by company and individual): /\ddress: Phonc: I�cscription c�l�Wc�rk: "I'his form is continucd on the ncxt pa�e. Paic I uf 2 . � I��'�'SR I�orm �1'C'n linli�rccmcnt�(Chnt_Kcspcin).doc� (�1pri12UO31) [ certifiy that. as the owner of the property listed on this fonn, I have contacted the LGU and contact,person listed on lllis ('orm. and a WCA replacement plan: ❑ has been obtained. ar ❑ is not requircd, � fi�r thc: work described and at the location listed on this form. I'ro�crty Owncr Name Si�,naturc Uate C'ontractor Owncr Namc , Signaturc I)atc l.acal Cic�vcrnmcnt llnit (I,GU): /\ddress: 1'honc: I,(ilJ Pcrson Cc�ntactcd: � This statcment is invalid if any of thc abovc information is not supplicd or is inaccuratc. � Work in violation of Minnesota Statutes � 103G.2212 to § 10:�G.237 is a misdemcanor punishablc by up to a $700 fine and 90 days in ,jail. � -�lfl'7'�;s��.��t�pY df ihis�:�orm�for yoi:ii�r�;�rc��rad��ci .. � N1,11�� 11 Nr x3'�7f n. � ,. .. , _ .. ! �� } ��z r��g��F#o#f��`�Gocal�Governr�e�fi��+at� ..� , . ..�.n.�.;.�•: T-.5. . - � - . .... . � • . ,. .�2.r; ` . ... .- ��flC?OI�? 1311'tiR I�orm_11'C't� I{nlirrccmcnt�(Cont_Rcspon).do�� lApri12003)) � , PC Exhibit F-�� '� Melanie Curtis From: Catherine Bach [cbach@minnehahacreek.org] Sent: Tuesday, November 15, 2011 4:30 PM � To: Lori Gherardi Cc: WAYNE JACOBSON; Melanie Curtis Subject: RE: Wetland Delineation for 4550 Wolferton Place in Orono, MN Attachments: W11-25_Boundary&Type NOA.pdf Hi Lori, Just wanted to let you know that I sent out the Notice of Application for the boundary/type application for 4550 Wolverton Place in Orono today. You will be receiving a hard copy of the notice in the mail, but I've attached a copy to this e-mail as well. The comment period ends at 4:30 PM on December 7,2011,and a decision will be made after the comment period. The MCWD has Wetland 1 classified as a Manage 2 but does not have a classification on file for Wetland 2. This wetland will still be subject to the MCWD&Wetland Conservation Act wetland regulations(and require a functional assessment using the current version of the MnRAM to be performed to determine the management class) unless satisfactory documentation is submitted demonstrating the wetland is incidental. . Can you give me an idea of the nature of the proposed project so I can give you a better idea of MCWD permitting requirements? .K Thanks, Catherine Bach District Technician � Minnehaha Creek Watershed District 18202 Minnetonka Boulevard Deephaven, MN 55391 , Direct: (952) 641-4504 Main Office: (952)471-0590 Fax:952-471-0682 www.minnehahacreek.or� � rWlNf�tENAHA GRE�K WATERSHED DlST£lCT �Think Green-please do not print this email unless necessary From: WAYNE JACOBSON jmailto:jacobsonenvCa�msn.coml Sent: Friday, November 04,2011 12:14 PM To: Catherine Bach; Lori Gherardi; Melanie Curtis � Subject: Wetland Delineation for 4550 Wolferton Place in Orono, MN 1 � . � � �• Catherine, I Z Attached is the wetland drawing which shows the NE side of Wetland #1 being off the properly. Per our conversation on November 3, 2011 the wetland boundaries appear to be accurate on-site. We are fine with a manage 2 classification on Wetland #1. The surveyor will place a 30 foot wetland buffer on the plan sheet for Wetland #1. Lori Gherardi is working on getting old Wolferton Place road plans from the City of Orono to you for documentation of the incidental status of the ditched Wetland #2 on the north edge of Wolferton Place.There would be no wetland buffer requirement for Wetland #2. Please also let Lori Gherardi your schedule for approving the wetland boundary and classification. • Thanks . Wayne Jacobson, P.S.S., W.D.C., A.F.S. Senior 8cientist Jacobson Environmental, PLLC. 5821 Humboldt Avenue North � � Brooklyn Center, MN 55430 '�^• � � jacobsonenv(a�msn.com � www.iacobsonenvironmental.com 612-802-6619 cell . . ' 2 ` } �� Melanie Curtis � From: WAYNE JACOBSON [jacobsonenv@msn.com] Sent: Friday, November 04, 2011 12:14 PM To: . Catherine Bach; Lori Gherardi; Melanie Curtis Subject: Wetland Delineation for 4550 Woiferton Place in Orono, MN � Attachments: Wolverton Survey, 10-31-11.pdf Catherine, Attached is the wetland drawing which shows the NE side of Wetland #1 being off the property. Per our conversation on November 3, 2011 the wetland boundaries appear to be accurate ' on-site. We are fine with a manage 2 classification on Wetland #1. The surveyor will place a 30 foot wetland buffer on the plan sheet for Wetland #1. Lori Gherardi is working on getting old Wolferton Place road plans from the City of Orono to you for documentation of the incidental status of the ditched Wetland #2 on the north edge of Wolferton Place. There would be no wetland buffer requirement for Wetland #2. Please also let Lori Gherardi your schedule for approving the wetland boundary and classification. , � . ' Thanks , � Wayne 7acobson, P.S.S., W.D.C., A.F.S. 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E" 67�`. _\ � ` L°j+�>p�� ,� ,'� �. .\ v�`�\� °,o ��\\ �� .�p: ��'�� \ �� j'6ie �i ,''-'�- . \�, ��jj�4'�;� '\rT� ��•� `'•\ y�`7'.-,..�,'� `�,`�� ,�, . . � • \ � � ��s;o��\ y �---=i � ~�•.�,� �r''�.,.,�,��, ?ss. .a� ��o°y.o��..� �.�� ,_�_J. �, =`/`-` ,+', .��;;,..��e •O'� \�. .h`/ �_ � � ` J ' � `�^ \.� � � '� !�v� �l. \_�� -r..� �� I i � "�1 � \ •�� I`'-_'-`--�_O�� ;� r : i ,�' ��'�_'�� `° j ' � .: ,s ��\ �� i��? — •—• ._,� ---�---_ / � , ` ',.� ' ; ��?23'Op" .�. � S 8g�7``2'�� 'o_-'. -- � j , � �.�:o�\:---;____.?.��2 s9 -(Piot) P�a c� , � � J � i + J -"�."-- tI 3� /! � I = : .� / �� I'!`. ,_____� �.r_ �� •'s •t � � . t, � ! f f, /£ �w �/ i��'J /.'..,��_�\ r-"""\ ' � � Melanie Curtis � � ' From: Lori Gherardi [lorigherardi@yahoo.com] Sent: Friday, November 04, 2011 12:07 PM To: Melanie Curtis Subject: Fwd: 4550 Wolverton Place, Orono From: Lori Gherardi<lori�herardi(a�vahoo.com> Date: November 4, 2011 12:04:49 PM CDT To: mcurtis e,ci.mn.us, cmattson(a�ci.orono.mn.us Subject: Fwd: 4550 Wolverton Place, Orono Nothing like just in time. : ) Sent from my iPad Lori Gherardi JNJ Brothers, LLC 2985 Watertown Road Orono, MN 55356 f,�� ' � www.JNJBros.com Cell: 612-670-4228 . � Begin forwarded message: From: WAYNE JACOBSON yacobsonenv(c�msn.com> Date: November 4,2011 11:57:48 AM CDT To: Lori Gherardi<lorigherardi(cr�,vahoo.com> Subject: RE: 4550 Wolverton Place, Orono Lori, I spoke with Catherine Bach, Wetland Specialist of MCWD on November 3 and she indicated that Wetland#1 on the north would have a 30 foot wetland buffer as a manage 2 wetland which both the City of Orono and MCWD agree on. Wetland#2 on the south we believe is incidental from the upland soil that the area is mapped on, and from the roadside ditch configuration we believe was put in when Wolferton Place was built, creating the incidental Wetland#2 through runoff into the dug ditch alongside the north side of Wolferton Place. Ms. Bach is requesting Wolferton Place road plans from the City of Orono as additional documentation but we agreed this appears to be the case. No wetland buffer would be required on this incidental Wetland#2. Ms. Bach is fine with the wetland boundaries as they exist on the 4550 Wolferton Place property but they have a minimal amount of days they have to wait approve the i . , , � wetland report f/ according to their standard schedule which has not been fulfilled yet. If you have any other questions, please contact me at 612-802-6619. Thanks Wayne Jacobson,P.S.S.,W.D.C., A.F.S. Senior Scientist Jacobson Environmental, PLLC. � 5821 Humboldt Avenue North � Brooklyn Center, MN 55430 iacobsonenvCa�msn.com www.iacobsonenvironmental.com 612-802-6619 cell > Subject: Re: 4550 Wolverton Place, Orono � >From: lori he� rardin,vahoo:com >Date: Wed, 2 Nov 2011 15:37:02 -0500 . ' > To:jacobsonenvnae,msn.com . > . >All sounds good. > . > Sent from my iPad >Lori Gherardi >JNJ Brothers � >www.JNJBros.com ' > 2985 Watertown Road > Orono,MN 55356 > Cell: 612-670-4228 > � > . � > On Nov 2, 201 l, at 3:07 PM, Jacobson yacobsonenv(c�msn.com>wrote: > . >>Lori, I did get the delineation report to catherine bach of mcwd at 9524710590 earlier and I have a call into her on the two wetland buffer questions, we may want to go with a manage 2 buffer on the north wetland, trying to get catherines ok on incidental south wetland » >> Sent from my Samsung EpicTM 4G � » � z 1 t � PC Exhibit G Minnesota Wetland Conservation Act � . � Notice of Application Local Government Unit(LGin Address ' Minnehaha Creek Watershed District 18202 Minnetonka Blvd � Deephaven,MN 55391 1.PROJECT INFORMATION ApplicantName ProjectName Date of Application . Lori Gherardi � 4550 Wolverton Place Appl�cation Number 10/21/11 Wll-25 � T e of A lication(check all that a 1 : � �Wetland Bounda�y or Type ❑No-Loss ❑Exemption ❑ Sequencing ❑Replacement Plan 0 Banking Plan Summar and descri tion of ro osed roject attach additional sheets as necessa „ Lori Gherardi has applied for approval of wetland boundaiy&type at the parcel located at 4550 Wolverton Place in the city of Orono(PID#31-118-23-31-0005). The application was received on October 21,2011 and completed on November 4,2011. The delineation was performed by Jacobson Environmental on October 18, 2011. The boundary was reviewed in the field on November 1,2011 by MCWD staf#: During the field review,it appea��ed that a small area of additional wetland extended outside the flagged � . boundary at the northeast corner of Wetland 1. After discussing this with the delineator,a survey of the wetland delineation was submitted on November 4,2011 showing that the area in question was not on the . property,making the exact boundaiy determination in that area unnecessary. The decision on the application . will only apply to areas within the property boundaries of the above mentioned parcel. . 2.APPLICATION REVIEW AND D�CISION Signing and mailing of this completed form to the appropriate recipients in accordance with 8420.0255, Subp. 3 provides notice�that an application was inade to the LGU under the Wetland Conservation Act as specified above. A copy of the application is attached. Comments can be submitted to: Name and Title of LGU Contact Person Commenfs must be received by (minimum 15 Catherine Bach business-day comment period): - District Technician December 7,2011(4:30 P1Vn � Address(if different than LGU) Date,time,and location of decision: ` ' 18202 Minnetonka Blvd A decision will be made following completion of � Deephaven,NIlV 55391 � the comment period. Phone Number and E-mail Addcess Decision-maker for this application: . (952)641-4504 � Staff . cbach@minnehahacreel�.org ❑Governing Board or Council Signature: Date: I� l BWSR Forms 7-1-10 Page 1 of 2 . � 3.LIST OF ADDRESSEES � SWCD TEP member:Stacey Lijewsl�i—stacey.lijewslci@co.hennepin.mn.us � BWSR TEP member:Lynda Peterson—lynda.peterson@state.mn.us ❑ LGU TEP member(if different than LGU Contact): . ❑ DNR TEP member: � DNR Regional Office(if different than DNR TEP member):Melissa DoperaIslu— . Melissa.Doperalski@state.mn.us � ❑ WD or WMO(if applicable): � - � Applicant(notice only)and Landowner(if different):Lori Gherardi,2985 Watertown Road,Orono, MN 55356 � Members of the public who requested notice(notice only): Consultant:Jacobson Environmental(Wayne Jacobson)—jacobsonenv@msn.com City: ChrisEine Mattson—cmattson@ci.orono.mn.us ' � Corps of Engineers Project Manager(notice only):Melissa Jenny—Melissa.m.jenny(rr�usace.army.mil • ❑ BWSR Wetland Bank Coordinator(wetland�bank plan applications only) • 4.MAILING INFORMATION ➢For a list of B WSR TEP representatives:www.bwsr.state.mn.us/contact/WCA areas.pdf � ➢For a list of DNR TEP representatives:__w__ww.bwsr.state.mn.us/wetlands/wca/DNR TEP contacts.pdf ➢De artment of Natural Resoucces Re ional Offices: � • NW Region: NE Re�ion: Central Region: Southern 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 Birchmont Beach Rd.I� 1201 E.Hwy.2 1200 Warner Road 261 Hwy.15 South Bemid'i MN 56601 Grand Ra ids MN 55744 St.Paul MN 55106 New U MN 56073 . For a map of DNR Administrative Regions,see:http://files.dnr.state.mn.us/aboutdnrldnr reeions.pdf ➢For a list of Corps of Project Managers:www.mvp.usace.armv.mi]/re u�latory/default.asp7pa�eid=687 or send to: ➢ US Army Corps of Engineers St.Paul District,ATTN:OP-R 180 Fif�h St.East,Suite 700 � St.Paul,MN 55101-1678 ➢For Wetland Bank Plan applications,also send a copy of the application to: Minnesota Board of Water and Soil Resources � Wetland Bank Coo�`dinator � • 520 Lafayette Road North St.Paul,MN 55155 5.ATTACHMENTS ' In addition to the application,list any other attachments: . ❑ ❑ . ❑ ❑ ❑ BWSR Forms 7-1-10 ' Page 2 of 2 �ti �, PC Exhibit H ; 4550 Wolverton Place Summarv Estimate of Fees* Subdivision Application: Subdivision Application $700 • Proposed On-Site Evaluation—review charges $60 per proposed lot Application Escrow(guarantees payment of City's consultant costs) $2,500 Storm Water and Drainage Trunk Fee $2,660/acre (paid for the entire plat) Park Fee (8%of Fair Market Value), but no less than $3,250/per lot and no more than$5,550 per lot x#of lots $5,550/lot Consultant Fees • based on review time Storm Water and Drainage Trunk Fee, Park Fee and consultant costs are paid before final plat is :. recorded. � *Based on 2011 Fee Schedule ' � , PC Exhibit I � O� O �. O CITY of ORONO � ��.� Municipal Offices .4� r� >.'.,�n��..�,. �, Street Address: Mailing Address: '�� y ,�,�' 2750 Kelley Parkway P.O.Box 66 ,� ,�G Orono,MN 55356 Crystal Bay,MN 55323-0066 <9,k,' g, 24 Lori Gherardi � 2985 Watertown Rd Long Lake, MN 55356 REQUEST FOR FURTHER INFORMATION SUBJECT: 2oning Application#11-3531 The City of Orono is required to notify you.within fifteen (15) business days as to the status of your application for a subdivision for property located at 4550 Wolverton Place. Below is a list of items the City of . Orono is requesting to complete�our review: ✓ Two (2) original scaled copies of the certificate of survey for the subdivision, and a reduced copy (11'x17'or smaller), meeting all of the survey standards inclicating the following: o Abandonment of the existing driveway which crosses the proposed dividing line. Show the proposed new driveway for proposed Tract B and associated grading.,and ✓ Provide evidence of an additional new 5- bedroom septic site for proposed Tract B, or resolve the existing issues of non-conformity for the current site. ✓ Provide confirmation regarding ownership of the property by Wolverton Place, LLC in the form of a deed or other legal documentation. ✓ This subdivision falls under Orono's conservation design requirements. I have enclosed City Code Chapter 78 Article XII- Conservation Design for your reference. Submittal of a conservation design analysis(and plan,if necessary)is required. ✓ Certified Property Owners List — owners within 350' of the subject property, labels and plat map. List, labels and map may be obtained from Hennepin County Department of Finance, Government Center,A-603 300 South 6th Street, Minneapolis,telephone 612.348.5910. Application #11-3531 is incomplete. If you wish to proceed with your application please submit the items requested above by October 28 at noon in order to remain on the November 21, 2011 Planning Commission agenda. Please contact me at 952.249.4627 or email at mcurtis@ci.orono.mn.us should you have any questions. Sincerely, City of Orono . Melanie Curtis Planning&Zoning Coordinator � encl C: Lori Gherardi&Revis Stephenson via email Telephone(952)249-4600 •Fax(952)249-4616 . www.ci.orono.mn.us �1 .� ° � �.ti��"n��}�{`��, +�i'� .�r T,.,« r' ` �� ,� ; ,''t ��',�i ' 5i'^�O y�� v-.iNl�a,t^�w,�'.�f.vt�� b `3Y`'l�. ° r .. � .: :yt 5�/�� 5Yi � �y,r,Y;Sa��'�.:v�^�'A`�`��, �� d�� • f� F A, �'Y� Nt �� y��,�`��5 i �?�y � � ��y�.- -� � ; }. S�ry,_^��a.'S�h�cr�`.�%'"�,'�s�y 4''��+�a�L� �. `.�,,�j c, , �t �� . 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J ��-. � � � , .w � , yy , L � �� i 4 V � `�.s� �'�. � �� -r l� �Q ,.�' � �z'Y�t��'a�+�`� c ,y r,� ` � w z' �.� � -� rk� k `'y,� r �i �� '�, �.. ; 1.��r` {h�� F 2 sa ;�s �� y �fi� 7r^�s � ��: ,f,� �S'�M+�y lr � 1 ,.x .. u s��sn�� , , I . �k�E � �3�,:��`�.y.x_�a33�.._:r{....�u. � � ��. :�t�.��`z�d.:�.'�..��'�'.o � .� i;; : i� � � PC Exhibit K ARTICLE XII. CONSERVATION DESIGN DIVISION 1. GENERALLY Sec. 78-1631. Purpose and intent. The City of Orono as a result of the Rural Oasis Study conducted in 2005 finds that there is an intrinsic link between the natural systems and the valued scenic character that exist throughout the community. The requirements of this conservation design ordinance are meant to preserve and enhance this ecological/aesthetic character by requiring: (1) protection and enhancement of drainageways and water quality; (2) protection and enhancement of ecological communities; (3) reinforcement and establishment of ecological connections throughout the city; (4) augmentation and preservation of viewsheds including corridor enclosure and buffering; (5) preservation and improvement of views; and (6) preservation or reinterpretation of local landmarks. (Ord. No. 67 3rd series, § 1, 1-11-2010) Sec.78-1632.Applicability. , The C"onservation Design Master Planning requirements of this article apply to all proposed residential " subdivisions or multi-unit residential developments greater than five acres in total area or guided for urban density(greater than one unit per finro acres). (Ord. No. 67 3rd series, § 1, 1-11-2010) � Sec.78-1633. Definitions. The following words, terms and phrases, when used in this article, shall have the meanings ascribed to them in this section, except where the context clearly indicates a different meaning: " Conservation design means a two-phased approach to design and development that maintains or improves ecological assets, provides infrastructure that works with the land, and incorporates people's instinctive desire to experience nature. Some conservation design strategies include: identifying and avoiding sensitive natural features, planning roads along contours, allowing lots to border natural open space, integrating ecological stormwater management, using smaller lots, and educating developer and buyers about the ecological values of the landscape. The first phase entails an inventory and analysis of the potential development site's natural features, existing land uses, and wetland delineation. The second phase entails analyzing the design implications of the findings from the initial phase, alternative stormwater design, and a conceptual design for road and lot layouts. Minnesota Land Cover Classificafion System (MLCCS) means the Minnesota Land Cover Classification System (MLCCS) displays data on natural/semi-natural and cultural cover types at the highest level of classification. The next four levels of classification each reveal further specifications such as plant types, soil hydrology, impervious surfaces and plant species. Using MLCCS data is the first step in producing a natural resource inventory of a development site. Orono Natural Resource Inventory means an element of the Orono Community Management Plan that displays the ecological connections within and beyond the City of Orono. Corridor enclosure means the nature, appearance and relative degrees of screening provided by roadside vegetation. Corridor enclosure types include: � Open enclosure: Long views beyond the right-of-way, no real sense of corridor enclosure. Edged enclosure: Solid wall of vegetation along roadside, views focused along corridor. . , Tunneled enclosure:Vegetation begins to completely enclose roadway, above and sides, creating a"small scale" roadway experience. . Varied enclosure: Enclosure changes rapidly along corridor, short stretches of open, edged, and tunneled corridor. ' View analysis means the process of determining whether a view is positive or negative. � Positive views:Views of natural areas, water bodies, established parks,wetlands, rural and historic land uses. Negative views:Views of structures, particularly multi-family residential, institutional, and commercial and industrial uses. Views of power lines, telephone poles and other utility infrastructure. Landmark preservation and enhancement means preserving and maintaining distinct cultural features, landmarks and unique points of local character, both natural and man-made, to maintain a familiar sense of place in the community. + Ecologica!Management Categories: Level 1: Ecological "off-limits"areas, including wetlands and required buffers, historic drainage. Leve12: Ecological opportunities, including existing degraded drainageways and existing degraded ecosystem remnants. Level 3: Ecological possibilities: Areas suitable for stormwater treatment. Note: These Ecological Management Categories are not intended to directly correlate with MLCCS M-34X Natural Community Quality Modifiers. � Significant free stand means a grouping or cluster of coniferous and/or deciduous trees with contiguous crown cover, occupying 500 or more square feet of property, which are comprised of deciduous trees six inches or larger in diameter(d.b.h.) or coniferous trees 12 feet or more in height. Additionally, those forest or woodland remnants identified as high, moderate or good quality in the Orono Natural Resources Inventory shall be considered as significant tree stands. (Ord. No. 67 3rd series, § 1, 1-11-2010) DIVISION 2. BASIC APPLICATION AND PLAN REQUIREMENTS Sec. 78-1634.Application requirements and procedures. The developer shall follow the steps outlined below as part of the development review process: (1) Review and respond to the Goals and Policies for Environmental Protection and Natural Resource Management as established in the Orono Community Management Plan and the recommendations contained within the Orono Natural Resources Inventory. The intent is to establish the property's ecological connections both within Orono and as part of the regional ecological system. (2) If the property exists adjacent to a documented corridor in the Rural Oasis Study, review and respond to the existing aesthetic and ecological analysis. (3) If the property is not adjacent to a documented corridor in the Rural Oasis Study, developer shall have a qualified consultant prepare a similar analysis and submit it to the city for review. This analysis shall include the documentation of views, corridor enclosure, and landmarks through a plan analysis and • photographs. Developer shall be charged a standard fee established in the city fee schedule to cover the expenses of the city in hiring a consultant to review the ecological site analysis submitted by the developer. � 1 1 � (4) Additionally, submit a natural resources inventory of the site, including all of the foliowing elements: a. Review of the MLCCS data pertinent to the site. b. Tree survey, including all significant individual trees greater than six feet diameter, and stands of trees, identifying tree species and size. c. Wetland inventory, including delineation reports. � d. Topographic survey indicating existing drainage patterns. e. Analysis of the site based on the findings and recommendations of the Orono Natural Resources Inventory with regards ta •Conceptual greenways and open space corridors; •Existence of rare plant communities; •Potential need for proactive management and protection. (Ord. No. 67 3rd series, § 1, 1-11-2010) A ,• Sec. 7 -1635. asic Conservation Design Master Plan requirements and evaluation criteria. The developer shall prepare a Conservation Design Master Plan for development of the property, consisting of written and visual documentation including maps in an acceptable electronic format, addressing the following topics: (1) Consideration ofthe existing drainage system; (2) Establishment of a stormwater management system, using multi-cell treatment principles, and defining � proposed methods of stormwater phosphorus reduction; (3) Removal of invasive species and diseased trees; (4) Protection of significant tree stands and woodlands that support scenic and/or ecological goals, including mitigation of any such stands to be impacted by development activities; (5) Protection of existing wetlands, including augmentation of buffers, mitigation of impacts, and enhancement of degraded systems; (6) Justification and mitigation of any negative impact to ecological communities. "Negative impact" includes any modification to a lower level of ecological community quality, as described by the Minnesota Land Cover Classification System (M-34X Modifiers); (7) Maintenance of ecological connections through site design, as shown on the Orono Natural Resource Inventory; ' (8) Maintenance and protection of existing positive views, and mitigation of any existing or proposed negative - views using appropriate measures such as site layout, screening, building design and coloration, etc.; and (9) Preservation or reinterpretation of existing landmarks. The planning commission and city council shall evaluate the Conservation Design Master Plan to determine whether the proposed development: (1) Preserves existing drainage patterns and enhances stormwater collection and conveyance by applying an � ecologically-based multi-cell stormwater management system that improves ecosystems by reducing reliance on manmade infrastructure, reducing downstream runoff of contaminants, and enhancing ecological connections; (2) Includes a program for the removal of invasive species and diseased trees; protects significant tree stands and woodlands that support scenic`and/or ecological goals; and includes mitigation of any such stands that will be impacted by development activities; (3) Protects existing wetlands by implementing new buffers or augmenting existing buffers; mitigates identified wetland impacts; and enhances degraded wetland systems; (4) Results in no negative impact to ecological communities of Ecological Management Categories 1 and 2; results in no negative modification of any ecological communities as described by the Minnesota Land Cover Classification System; and establishes, maintains and improves native ecological communities including natural and semi-natural areas to provide wildlife habitat and support natural ecological functions (i.e. drainage, filtering, buffering, etc.); (5) Establishes or maintains ecological connections through site design, as shown on the Orono Natural Resource Inventory that will enhance stormwater collection and conveyance, promote ecological and wildlife corridors, and provide recreational opportunities for residents; (6) Preserves and where appropriate augments or improves roadway corridor enclosure to promote community aesthetics associated with the city's rural character; preserves open rural views and other aesthetic elements of the landscape; and mitigates the negative visual impacts of development; . (7) Preserves, maintains, or reinterprets existing landmarks and unique points of local character, and preserves distinct cultu�al features that will maintain a familiar sense of place in the community. (Ord. No. 67 3rd series, § 1, 1-11-2010) DIVISION 3. DENSITY ONUS STANDARDS Sec. 7 -1636. Density bonuses for urban density development. • For residential development in Orono's defined urban area (zoning districts allowing densities in excess of one unit per two acres, and including properties identified in the Orono Community Management Plan for conversion to urban density)within the ranges of the guided density a density bonus may be allowed if the city council finds that the pertormance bonus requirements of this division have been met. The city council shall determine the extent of density bonus awarded for such properties. Example: Properties guided in the Community Management Plan for a density range of finro--four units per acre have a base density of finro units per acre; while the high end of the density range is not guaranteed, the city council at its discretion may allow development at a final density of up to four units per acre through the perFormance bonus process. (Ord. No. 67 3rd series, § 1, 1-11-2010) Sec. 7 -1637. Performance bonus requirements. � Within the urban density area, developers have the opportunity to increase the base density by going above and beyond the asic Conservation Design Master Plan requirement. y implementing a combination of development enhancements that not only preserve but improve the natural characteristics of the property or preserve and enhance existing landmarks, the developer shall become eligible for a density bonus. The extent of such density bonus shall be determined by the city council. Development enhancements include but are not necessarily limited to the following: (1) Reforestation beyond existing woodland limits; (2) Water quality improvements; , , (3) Improvements in ecological grade of existing communities, (4) Upgrading of edge buffering to maximum, or tunneled, character; and (5) Major preservation or enhancement of existing landmarks. (Ord. No. 67 3rd series, § 1, 1-11-2010) DIVISION 4. LONG-TERM PRESERVATION Sec. 78-1638. Preservation requirements. The developer shall establish and implement measures that will ensure the preservation and maintenance of those elements of the development that are determined to require long-term or permanent protection from development or misuse. Such measures may include but are not limited to: conservation easements; deed restrictions; private covenants; transfer of ownership to agencies such as the Minnesota Land Trust or the Nature Conservancy, or to the city via dedication, etc. (Ord. No. 67 3rd series, § 1, 1-11-2010) Sec. 78-1639. Buyer education. " � The developer shall establish covenants documenting the elements of the development to be protected and h�w they are to be protected, and shall establish a defined program for education�of the initial purchasers of lots within the development as to the limitations that affect future use of the property. . (Ord. No. 67 3rd series, § 1, 1-11-2010) DIVISION 5. RESOURCES Sec. 78-1640. Resources. The primary references for facilitating the conservation design process include the following: •Orono Rural Oasis Study(DSU, 2005). •2008--2030 City of Orono Community Management Plan, Chapter 3A--Environmental Protection Plan (City of Orono, 2009). •Orono Natural Resources Inventory (Hennepin County Department of Environmental Services/Bonestroo Natural Resources Group, 2006). •Minnesota Land Cover Classification System (MLCCS). (Ord. 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S :, K t �' �S t Y (�J,�. �;. �. �' y��Q �7f` �l�} s j r� " � � � a '1A:�� y�y ; . . °ja l�J.i' �. ' � ' ; �� - - }��.. ' � ..r ? .� i ��~ � t r ti S= i '� �,r ' * �G ; �' �, � ��; r� (1SE � i �' � � ,� ��" � ` - .� '� - [� s� Y ., 1 �j " � ' � 4 Y.. !� H �. • ._ . �t � :'3 f' �"i �M I A�G` � a{ 7� ��tr+r � i� � ._� � y ' - ,i` t -.i F +.� > -�' S k y . `y , h r;�' �. '.,t*�' �4,�'.�': d+-� x' . = c - fi�� .. ,.. a �; � - Y . '�� _,�:�...� n�� ' 31-118-23-42 �.. ��f �4t ��"�1�-��•�1 `- . �'l � '�� . � ��: , 4 ,�' ) �> J+ , i .l A � �. , t ,. � �� •��t t._ r � � a d 7 i' � ,- . ' ` t� � ;�� A�t F!. r,. .0 f f � �,1 f�' ��F '�' ,- h 'a ,� r �+� a z ,' : a a .:i �f � t 4 r . �... � { _ � '� 4�4 �., h .. h SP .! � . �.. �p ��1 S� �• tl �a� tl s, r .e 1 •? :. ri" � .x , ti� t ,� , a �a � t � z's, i � ' � � L � �� ' � �9� � L � � T' � t �: ' �'R 3 ..., Y * •+ • t k . � i r �' � � Y f - { �;� y� < � ,�e ..f�4 t"S 4 X .r+ 't' 17 < .; t .. �.± i4v. : ._ Y A . 1 Q # t )9 y � � s a- .Y �i . - �h � r �� . r x;t > � � ;r � - a a- e:�` � :� s � Y r�� s e .-t�t � � s . � �� . �','�. ,w�r�'" �;ai l� y:;- ia� t .S# ; •".i, ,..�.._.�. _.�_L-- -- �._ �.____.� - --.�.._._......_.�._..._ �_._____ 4�� i For more information contact: Print Date: 10/26/2011 J�dp Leg,211CI: Hennepin County GIS Division , 300 South 6th Street Map Scale: 1" =352' Minneapolis,MN 55487 Buffer Size• 350 feet gis.info@co.hennepin.mn.us ' � y/Vfdtel' �ILajo1' Roads �� Park Adinor R�oads Map Comments: Parcel �� 4550 WOLVERTON PL � Buffer Region ,f,�� ORONO, MN - �� Selected Parcels �,� f � � ,,,,r �-aat� iH��i NENNEP4f�t� �i � oa 1 I �1 � � RUN DATE: 10/26l2011 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIS'1� PC Exhibit N 38 31-ll8-23 23 0009 38 31-118-23 24 0003 38 31-118-23 24 0004 RACHAELLE F BRADY T W OTTEN&A M OTTEN J L&M R BROLL 420 DEBORAH DR 425 TURNHAM RD 4545 WATERTOWN RD RACHAELLE F BRADY TIMOTHY W&ANNA M OTTEN JEFF BROLL ' 420 DEBORAH DRIVE 425 TURNHAM RD 4545 WATER'fOWN RD MAPLE PLAIN MN 55359 MAPLE PLAIN MN 55359 ORONO MN 55359 38 31-118-23 24 0007 38 31-118-23 24 0008 38 31-118-23 24 0009 N K A SILLERUD/J D SILLERUD CITY OF ORONO MCCULLEY FARM HOMEOWNERS ASS 415 DEBORAH DR 38 ADDRESS LTNASSIGNED 38 ADDRESS UNASSIGNED JONATHAN&NORA SILLERUD CITY OF ORONO MCCULLEY FARM HOMEOWNERS ASS 415 DEBORAH DR BOX 66 475 DEBORAH DR MAPLE PLAIN MN 55359 ORONO MN 55323 MAPLE PLAIN MN 55359 38 31-118-23 24 0013 38 31-118-23 31 0005 38 31-118-23 31 0006 PAUL CADY x JPMORGAN CHASE BANK N A C E PHELPS&J C PHELPS 465 NRNHAM RD 4550 WOLVERTON PL 385 TURNHAM RD PAUL CADY CHASE HOME FINANCE LLC CHARLES E/JE1dNIFER C PHELPS 465 TURNHAM RD 7255 BAYMEADOWS WAY 385 TURNHAM RD MAPLE PLAIN MN 55359 JACKSONVII.LE FL 32256 ORONO MN 55359 38 31-118-23 31 6007 38 31-118-23 31 0008 38 31-118-23 31 0009 &A JOHNSON ET AL SUB7/L E G R&K A E KIRKPAT'RICK . D P&K L GRANDSTRAND 4575 WOLVERTON PL 4515 WOLVERTON PL 4435 WOLVERTON PL REBECCA L JOHNSON GREGORY&KATHY KIRKPATRICK DAVID P/KAREN L GRANDSTRAND ' 4575 WOLVERTON PL 4515 WOLVERTON PL 4435 WOLVERTON PL MAPLE PLAIN MN 55359 MAPLE PLAIN MN 55359 ORONO MN 55359 38 31-118-23 31 0010 38 31-118-23 31 0011 38 31-118-23 32 0001 HENNEPIN FORFEITED LAND HENNBPIN FORFEITED LAND CITY OF ORONO 38 ADDRESS LTNASSIGNED 38 ADDRESS UNASSIGNED 38 ADDRESS UNASSIGNED RENNEPIN FORFEITED LAND HENNEPIN FORFEITED LAND CITY OF ORONO 1027-NC ]027-NC BOX 47 CRYSTAL BAY MN 55323 I CERTTFY THAT THE FACTS REPRESENTED ARE.AN ACCURATE.4ND TRUE REPRESENfATION OF INFORMATION AS IT APPEARS THIqS DATE ON THE CO S ,,�'HE PIN CO TY TAXP R SERVICES DEPARTMENT. " E , , DATE: OCT L 6 2�� `: �� ', � . . � � �✓ , MINUTES OF THE P�Exhibit H ORONO PLANNING COMMISSION MEETING � � Monday,November 21,2011 6:30 o'clock p.m. �.;:;;:�.. .f..F"i��'�n"�'n� �.r wi. ti Mc noted in that particular area where there is no median,there will need to be a gate momtaz�iut f�;�� they uld possibly add some vegetation on that side. t� w �.�� M '� , � R � {C"p4'v,�.�7 Y -�•�'i,Mvr t i . ' qa wF 4:°an � � Schoenz 't recommended there be sufficient screening for the items stored along the build.�n�ed ;�, � . a,tic rS ac�,K.K�It i.i" �.ia i*''Yh. � � "n m , 'n;.,;'a. ✓ m, i ; V Curtis noted Us are generally up to 14 feet tall,and asked if boats that would excc��:tl2e� �te�,t�o��z�rl;�,. be able to be sto ed. `��`� �� ""�`'��"�� -' '��.^x ��. �'��,� � a a� ^F „^ �`�,�fi:,+k �».; ,q � � � =`�y, �`'i;t�'Y r Ta v� 1dt � s 7.' "w x ` � ,,,4 fe'L,. McCann stated to hi recollection the stalls aze 28 feet deep, and that if the��1s so ething that lugh,��it , , „ r ��k Y 1t4 '^.��iY" z�a��- c P CN.,�..;,a would likely need to b stored in the back of the lot. ��,iy�: ,�� , z�,x; � ;��' il�� hj�(w,ly�1� �;�.S��Y��r � .::k„4�,v �'c� ':a:� � ^.r,k��,'Nr�' . Levang asked who owns all e trash located on the south side of��e 1dt ��" �� :: , } k �.� �,. ^�� w ,�. � �� ti . � �"�,�"°'r�r ..�,� a 7�'a �xs`��u '�"�y -.ttis,. . Hankinson noted that trash has be removed. There is a trail�r Gt�x �.t1.��r��'si��i a.nticipation of the demolition of the building. ��, ��`�a��„��`��_��.��'„°�tto •�`+h1"4�k,��F4�F'K�� ' . Levang noted on Page 11 one of Staff's re mmendations ' that no�inore t�i�`�.�`�i o.employees will be working at one time, and asked if that is okaya riih,��e licant. '`°h��t x�x��"�4r�„��, � � �� p�� . ' . n�'�r`Y ,��+,�`�!f'�y� "�� a ��u.�� p��t�r McCann stated typically they have one ful,l ��1�� r� �x y�ic�,��art-time persoii i�z�t will come in on the weekends. McCann commented the facili�.�N�� rc7�t�vE1 °��t t�r��icy�;c�, ''��,, ��r P G., y �'�° �+^`1�"'V u,,. � ws". E��F: '�i�t .n,.: . y. ra��'� a�a '4�� hn k��.d.3-�,��Sw'"�""koi. 'rRn x�a� .4i i"'f 'u .. �,u �iF',yk.VN Seeland noted there could also be someo e fi�o n R,��n Comp��xu��y,;4o7i s�t��7odically. �T,mF��e,�`�� w�� ,��t ��t"•'N� . Gozola indicated he does npt h�ve problem wi�h`�ia>>,i�%��.�uee�mploye � on the site at one time. ' U.�.4�r h�"L e"."� 'n'� .� �.i�Sr @T,�L Kl'�°�l"y+ �rr?��ev" �`�;t 'V+u�U.�'r�, '�1.��?�`Htcy�ti��,sf��y�y'�: Landgraver commentetl�ie� s the su:ggestion foi £he��n�scaping by the entran . R�'�. �R`m�. �'"��"-, �re�"��':ru� w�ft`y.�rd"��`'��.,'�"+�� -C} wS'cw�°�� .w. �i�dx.< �y �.�a '� � `�'�3,'`�„,`�sv;ti',��m" ;}+c,� ` ��;.�:� Landgraver m�e�.,�1' ang seti,�e��i�sl to recomffi�n�E��s�i�'roval of Application#11-3530 Mike a^ Se C ti : Cn1 x �,? � tr '^ry, � Seeland on��h�e�t�F, yan CUra��aa�s,�J�„Inc�,27��ayzata Boulevard West,granting of a conditio�a�L�ase� �at,wit�i t3�e�,��Idx#n��l�-��nzent of a landscape plan that would incorporate er �� s" a"+�� x :.��,y � y,y,.i�y �� ..Cs n4. .,w vegetation a�a r HL��Yga��e.�a%b�.�„��a ee�a�effi�along the building;to allow up to three employees on site at on fp��, �a�ds�.��ect to�a�oah��ec�;�tlittons outlined in Staff s report. t „ � ,,,:;�a.,�: VOTE es S,I��e�� 1�4✓'"'r��^ � t� ?'�L S.�AY'. �vw, y�'�+u t�3�'t�� `' �""'? �„4'4'w�,.,�y,n. ri^t `et��}`W y�e"'i �,�.,��<"s'` �b.H�T ,�,s."'�"in.`'�'ar,'�` .ir�� . . f �.«'^��s'C r �„1 �,�7R'w �^c�i lC��+N`l?-Y' �,X.'�T'i� ,z+: �Mra«� `n �[ . y w ��?k 7'ai4�?y,'Jt� �,„,M�k`��-K��#A� 3�3`��1LORI�.��,�,��I ON BEHALF OF WOLVERTON PLACE,LLC,4550 ga'��, ��'�" ��%C��.,�T��ON PL�:�.�,`SUSDIVISION,7:29 P.M.—7:54 P.M. ��..rti �a�a ��`�3y '��m�Mi«,�� t� r�` • N � � x '4. �. �p . r. 7 WFS. .. M� 4 1C ��4'�"�' �'��' �Lori Gherard��""��+pl��ant,was present. ��w�, .� � ,��. .,,�.. , ..� :� ` k � �"+. . �`,. ��'� '� ' '��., +.. t� �r � w �"R 4�. w�"� C'uitrs stated�t7ie;a��pllcant is requesting subdivision approval to create one additional 5-acre lot. Only one �4a.�.4��nex�T additi�,'�i��_buil�ling site will be created.The property is located within Foxfyre Estates and is ,�}Sd�, x�?: t `�'a-,.lF•y� 1 '"4:�.ktV. ��,barderecl�v�c�illey Road on the west,Wolverton Place on the south,and on the east by Chippewa �.�� 1'4 K.'.r '�'Juid,��dc�i��ori:� The Painters Creek development exists across the Luce Line to the south. �Mr� -�� :��v`",�'•F'�:�.�;. "'w;'�a;?�,'s�;, �1�a:,:v+r '^��v Page 9 , ' , MINUTES OF THE ORONO PLANNING COMMISSION MEETING Monday,November 21,2011 6:30 o'clock p.m. ��e Tract A is proposed to contain 5.05 acres total. Based on the submitted wetland delineations, onl�`,�F �`��'� .4 �,l 1.�^.;�:�� acres of this lot is dry buildable. The subdivision will result in 677 feet of frontage along Ws?i��ertc�n„;c�� Place. Potentially all of the required RR-lA district lot line setbacks can be met. $�,��T,,,;,�.�� o-��"' . � � 2r S��t�Y C F1 l�,.'� � s� h � �. '},, y,�"'w`.�5d`hr Tract B is proposed to contain 5.05 acres total. Based on the submitted wetland delu�ea�*can.�T�n?y�9$` acres of this lot is dry buildable. This lot is proposed to have 474 feet of frontage�alonb y�%�o�v�er'�c�12�P1a��, r t .�F. �rr,: C� �. � . The access to Tract B is currently via the existing driveway which cuts through p�a�osed�Tracf,�i` �11��`w.�� t,�1�,�+�°'��1�..� �� required RR-lA setbacks are currently and can reasonably be met if tlus lot�s redeve7nped with a i}e�i� � u �� home. Proposed Tract B contains an existing home,driveway,and two szpa�a�te�vetland bodies A��` � ��'°�'b`'. i ., � �- ,'T tgr� x`^tM '��'ai� gazebo exists along the north property line of proposed Tract A as we11 as t}��cuirent driveway access to� � �`�,,'`t,�- the home on Tract B. „��c��`;'�� ;�r�4 „�:�` . .,� �YC �^F�S''4"b b� ,�,r�T . .iem�:�y , 4��r{��r �yy) ��x��a�� tty Nr . Curtis noted the applicant's surveyor is currently calculating,�he''c1r�y hiuldable acre�l�e LYased on the wetland delineation report which has not been certified by thcF3��w�f xn�,��`G�certification s�.�, �� n°x^�; r�w concludes that the wetlands along Wolverton Place aze not inciciczi,ta] �n�ar��suliject to WCA regulation, this will result in less than a total of 10.0 dry,buildable acres and��.�s�'�laaii 5 C?,c��acres per lot. If this is the case this subdivision cannot go forward. " '�""�^�„'��'�`��'�. � w��,c'^� �rr �+ �,� . .At�'�'�f�'�.',��` �`$y"C.�i"ha'i'r`�.�`'+i��'�,'9y The proposed subdivision is in confornuty��ta t��e gtut�ir��;�of flus area for s�� n'�1.}?,:rural residential � development at a maximum density of ox�e�ru„�.�p��r��cXe`s��"°'�1�e proposed�'�y��fc�p#iient generally conforms to the 5.0 acre dry-buildable,30Q y��d��xn��x��.�c��'1�c�R 1,��A Zomn��,U�istrict. Primary and - alternate septic locations for each lot will b �;eg�u��d, rc��7riiz��Y�le�tga�s�ZaVe,been submitted and 'u 'S+�'e'�a�� p n.,,• n.a N.w�a''K +'"L fi.r ri;�f: � approved by the City's septic manager. .�,��.�� ,�� ,y��.��,��;�,r "'tE.�+R'�'��"�'.'+x +��y�1�t,�"`�•�'�Ka i�ts�j . �,�,,,�`��kr�''$m�tv��aW}a"._,i�°yEc.i,'�'�h�w�1'°�r J One driveway currently setrvs�the property. TI��a��tc�,�i��roposing to re-use the existing driveway 4�- � a �., ti�� w`�ti �..� for Tract A and to create a�x�e��,dnM��way to acce�s t��l�o��s�;�n Tract B entirely on the Tract B property. Staff is recommends r�qczi��ab Cl��r�sting drivewaS�a�ces�;,t�o Tract B be abandoned and a new driveway be reviewed and cc�r��>tn�.ct�d„a�;part of:the subdivisFOn a��')�'�'oval. ��'i wan„�t?A�- ��e�Yµt r "+t.°~^4 <'!,� ��5��"e. �"'�tic��V.'w.'Cr . {��a'cy�w.��7 �`'tw.4s1 S'�1.� . Orono's Cor,n}�i.��i��as�ve Plan��icisc��s t�rat a�uture traal is proposed along MeCulley Road. The City has not deternizned oii�lu�h side'�of Yh�rbacl�th��liai1��glit"be developed.However,Planning Staff recommends tlaafi;tlie��i..slic��lic?�o��.a 1Q fnU��iTid�irail easements be required along McCulley Road on ""a`•�ii �,r C 7=tl. Gn��...'rx^t`.+,:.�vur^ �i+' s'?v.m +v !y�;' Tract A as part o�th��tb�1i�.�sion app�ica'�,��F°`The Park Fee is deterxnined as 8 percent of the fair market value of the land bezn�su"�dxirz�ed or a maxunum of$5,550 per residential dwelling unit. ,A�«t �j S�t�� w.,..��t-,+�n.P��k��J`�"6.1"�n.w��¢ �'1^k.�� h,.�l� ."h;5 l�S%�'�y�.n''�� „'eir d . n W�, ��u.R^". "�.�.�i..�'r .eV`v, �F ,,,�7u. �.�� .S��:nd.axd`perin�eter, dralrta��asid�f�7�t,y easements around all property boundaries in the subdivision as ,�i h�t, �AY � ) �, +,�°.. 'k, a';��,�, �Ma��4��h�re11��SC��se�ti�t�on and Flo�!t►�;�,r�sements over the delineated wetlands and wetland buffers should be m� ��,�,,-��providecl�;T��...se ea5ements should'be shown on the final subdivision survey. Establishment of wetland "��wc„�`"�'~tro„�� a�i°*4�a, .t,�.:� r)y^4 :4"�M..;,�+ � buffers an�'��x�f�r�etbacks will be triggered for the lots containing wetlands. �"��.r�4��4a�t'Try �` w�'k. ;.'�c`r `�. y J "^ �f"F�,�r,�`e'"'�,� . +�I`�,�y.�.�`i yt��'�x''.�., r h`�+ap q *+g �� ,�h�,�4��The developrr�enf�is�Fso subject to the 5-acre storm water and drainage trunk fee. The total SWDT fee ��4;��,��t�r�il�is prop�er�}��;660 per acre for a total of$26,866.The property is not located within MIJSA and u„„�-�r �.Y c ae�x.�.eC+�pqz�spo,�,Qs�.d,�to 6�erved by septic systems and private wells. ��F��'l�vt.'�4 K lj➢'�4 �r 7''��'�`�,�.�'��t <�r�;h,��ra K`� �> . N'Z'�lZe dc.��elc>per��should develop a plan which identifies and outlines measures for preserving the ecological �,�<;�,t � �. ass�ts.�zni��z to this property. This plan should be submitted to the City to be reviewed and implemented �,;�,=��:.�;. . prior'ta�al consideration of the subdivision by the Planning Coxrunission. . Page 10 MINUTES OF THE ORONO PLANNING COMMISSION MEETING Monday,November 21,2011 6:30 o'clock p.m. �* Staff recommends tabling the subdivision application subject to the applicant meeting the follotiv�iigJ�,�;��;a requirements: :�'"'� M :`�"u{"''. � c « ��„ . .�� ,T�� ,,r�;,. +� ,� pwF�� ,�,r 1. Compliance with the City Engineer's recommendations. ,r�z �,�� '�ti7�X'i�n"�tt �r,��t �J.�3y _ a'��ann4'�,� 7��a�Y�~ X�W3 2. Submittal of MCWD approved wetland delineations and functional asses5riae3i[-��r all°`�veCl�nds�' on the property. �" '�`�'�.��°� :�Y,��'"�-_':<�,p4� wr . � , � d � `' ��,��,� ��I�y"C��4K 'µ�� 1 3. Confirmation that the property contains a total of 10.0 dry,buildable aUres �� '�;""� n K� ""� .� . ��.��`�npt��)u"� ��.�F`1 ti 1 �..�''+ ,F'a r�w y'I"m i . ,' �.1 .aN cy4 �i'a . � 4. Submittal of a conservation design plan which meets the requlr�rn�uts of the Conservation .�,,,��. design7egulations for review,approval and implementatioi�.`��`""�Y�'� _ �` . �"�''� - n Y ey a#s f'v']` 5 aJ�"�r ��7 .,wv - re �Fw.�F4��v`�4t4��.-y �r- .� t"°,�1 A} . 5. Submittal of a revised subdivision survey indicating st��ar� p�x�sn�t�r:�lramage and utility easements as well as conservation, flowage and drainag�;��isez��cn�s ��cr;,�Tl wetlands and b�� M wetland buffers on the property. Additionally, a 10-foot ti�a�l eas�inu�t should be shown �� ; , concurrent with the requested perimeter D/LT easement alongiVTcC.,uller 1.2��d. a..�� .,�"��?�n .�w�r w Z�s +�+� r'i.��nik 'e�^ 4,.�i. e-�•�.. y,P Leskinen asked if the wetlands are deternune��t��be'v��zntal,whether the�i�pos�c3�cir�iVeway on Tract , B would be an issue. , � �,�, ,�3 c,,��;' �� ,.�_Y,��, . . � ��V ti�'� "L�"A`r m M �e �. � N:k�F�''c@ y ,. . � �i K w S �t a� M�1 K r.Gm .4 i s�� 'C� 4hV,',y.f�"� Sy.a 3, t4�"2 1 t l+ `"�"w �t ��y�t4'n�"c t�+r�yYw'1,�� t^i�'"i.l�� `'�.�x �1".�� Curtis in dicate d it wou l d not be an d it woulcl bz��e ly a�it wll�lU��.li�.rs�ad�There is a considerable wetland to the southwest of the driveway. Co�rifs inei�cated shc c3iz��puak.��i�tir�he Watershed Distriet and she felt that the applicant does have some work�o c`�i��s�sht�u�,�laat,thtse arenmcidental wetlands but that .�x v^�r� '�� . .�cF '�, >,., she is not convinced it will r�sult in a WACA r�gula�ed��tlail��rlf they=are incidental,they would be allowed to cross it r,,�y"�"'��J°��Y ''� `��,��''��`�fi� �`(�` �'��W° �� 'v�t�' �. t'�i;'c t'- ��'�r ra�i s M;t�mu+r t°�ye'�"�q ry 1'`�""'''i - �p�°S ��"`"�k��.�k � Gherardi indicatec�sh�ci��Sp�ak�.��t15�Che Watershe;d L�as�'i,;iet;today and that part of this process is to v`P: ��a> >a u.:a prove that the 1�,=etla�.l�ds are mci��ttal�yGherardi indicated 5�z has been assured by a number of people "�-i Ryti4�i'� �..run. ♦..r�j '3m,u� F�.y' that this woulc�'�1�e��roved. ,Tl�e t?r�ve��av�s�a propos��option and there are two other options that can be pursued n T�c'th�rrl c�ption,��.�irh i��he 1e�St c1�5itzble for the two properties,is to have a shared �"e '� 6�3*a�q,�P°.^,�t�� `h "�' ''�ii.�� y n�3F `�N�.r . . driveway. ;� �K,F „ r,, �,�'�a� �,t„y �„�n�t��tS�',,�x"��,��, � J�.o�Y1�`m��WnK�'M�''4r:'ku S!.L `A`'v�` . t"'3v"'w+'y'h.S��ti t . ,��u��",yaS��,a�Fy`� �tre,r, ��s�F��:� Gherardi noted the e�,��ia��]ia�,�e is bemg completely renovated and the other lot will be retained by her r v,� �'a L1i7�'4� �K. ��t]0 1Ot 1S SO7i��k�b�ti"�..��'r�� t�r i�' .�3MLt�k�i wn�`1.�'1C a'�'J��",��'��.{,. �i�+2, +y^�iL L18��w'k'o'"e9.. �".T� � «r r\ylly�w^753'� 4�AY. �� `� �.cs�cte�eri coaiuii�nited she i�gla�# t��e`ar the shared driveway is the least desired option. �s""; �-.�.„�. �'��; �.�� 5 u� �:a��"'��" ;r �1� �r.:,�;}� �F*�'iW��Fwi �ry�'� +ti 4�',•w�'y..rM,'� , � �y " � F� Levang askccl,�al?:eY��:1�e trail easement would be located and whether that would impact the dry,buildable � ��_ �F� �. � <�rt,� area. �r�.;�� `'' r"� ,� �t � � � «;�r r �,5,-,�' ��'�+, i�u .:�n�-�l� ��.x�:;�, �'ui t�s stated theTt�a�1 easement would run along McCulley Road and that it would not impact the dry, . f "� buildabl�a��a` �z�s�.�-' �m 1�"" N N`t'IS � �µ},�M . ,sl��vl�'�'TM'frk�,l'^�htl.V��l'J'aC "�k h��i�' h 7'lii�s�e�w�.et�if there is any other easement the City has on that side of the road. �„ � z z.wr�,, �"',�'��- } w R4�Nq:T i�r�'� Curtis:;stated not to her knowledge. �� Page 11 Y � MINUTES OF THE ORONO PLANNING COD�IlVIISSION MEETING Monday,November 21,2011 6:30 o'clock p.m. M��:,�.. ��„�,,� Thiesse commented it would make sense to have the trail on the other side of the road and that�c�eci��or%�; ,�;,�t+ «.. rt�;t should be made which side of the road the trail is to be located on rather than taking easements ran.:�ic��h;" sides of the road. � ='° �� ;. ��` � �. ��"`?�,�t��'�`r ��+� - � ''.',i., � +.��'e'n �l Gherardi noted the gazebo will be removed. � : �` �"" �`y ��''i .�� x.�rL , �.. . �,"C ti:M`�N *t� 1:� z�`1-��'3^`r r� �� ,� y"�M�fk�'�l��"`K.,1rY�ft��sA��;`3 P'�:�- r. .� ��x y� a �c. n�l Schoenzeit asked whether the applicant is comfortable with Staff s recommendatiCn ��;�, ,��n��y � �h ,..-ta�, �- ..,:�" ,t ��;.�� '�� '"i t;k. 'S "'x -C '" "SS Gherardi indicated she is comfortable with the recommendations. ,�� '' � �,w� " "' � , yv�'�. �0 5"''a�'� ��'u.r.J. nret w r�K�� „�� ,,�yh„A,'F w� )��K y��y r,• Schoenzeit noted the Planning Commission does not meet in Dece,zi��e�:a�ic3,asked whether that would y��,�' ne ativel im act this a lication. '"`� �'� "' �"��' g Y P PP „�'�w:ti�,�'� �SatiL�Cw�.�� .r.^!if'� t i�lh�'1w� �FA�,.'`�,,,�'� ��1 Gherardi stated she will continue with her renovation of the`�c�L��i��ous�,atz��hatY�anuary is fine to r� �M��u,�� come back before the Planning Commission. ��µ�.h�y��;�,�`�.w"`�r yr�� ,. ��,,,a�,�.��'t��a , � �� Y�P�px�-�Y�4� . :k'. Schoenzeit opened the public hearing at 7:43 p.m. � �`�"�°'�"��``��`�.;` .�a� ��q�,'�r�'H'��x."� � ^ �'� ¢'"3 F'h`r.'�u^�`n'�a t h t�r�� ..��s. f. �}�r` �a h u^v M+,�^'w'..�• Charles Phelps, 385 Turnham Road,Maple F�,�u�,�s��t�e�}uc,�roperty is loca�e�to t�te ea�t of the property line from where the current house is,and�a�l��ci�y�c l.i�tl�t��:bw;ldable area is�a;�1ir dzs�ance from the t"4«".x"k: E�r��'.`!'.N�.c "?ey't";'� �aC4c`sa� �nq h•`y-;�'. property line. ��;��,�.�;��'��„�,��z��,��} �`�,�y. Y F M F 4 �yy+ '44��'q� M � yy y � . ��a� ro}��?��'�ay��,;.y-y��'��,�b� �:w—�'C��,��+ -.y�e�,�,��M� �r��k2�' .�� - Curtis indicated it is. �t��y�,.,�� ;,��.� �m g��^•� �Fy1�'��.�`� ,��' r k...F�M�y� '\��,'�"{�P�l<Yi4Y� � A.�'�' . �i,�S�'I��k .� i�`y. ,MTeyK��,(�Y�q�„1.��6�"y�yt � � �M�,tl�.47L��,j�'4 ��ku.4 ry'�/ 'We�,�jl Phelps asked whether there is anv limitation on,�7rer�iropas��?��ct A where a new house can be located. _ `��.'��"��,� '€i �aµ�''v�ti��y�y,,�$�rw Curtis pointed out the�.rt+�,t'I41u�g.c,c�, ad as�outlined wrt�a�.clof�ec7�line. , ��r'e'iT.'a�'�'n�Nf"'n��,�ryb:y,"",F`""q,� 'Sv�F7 n�'Yq��,�T,g �'�'y `�`4 i^.�,rw��,r,c,6' �L�9�fio`1.+,.t `�,s'��,t�vY�w 4�•��'+,.?k. acl��vould be '��'�ra�� YiM� Schoenzeit aslc�t�r�I�.�t the setb�� } „�^' tjSvv � 'C7-y r�1 vi n t',y t�f�,��J� . $�1, S`t e 'x.'1 Yx�1, ii.c ��t y'�+1.i�'� fFt"�e�:.R�}��`t'�"mF�k� � o-.�, � tK� . Curtis staCe�.Y��r�uld be 100�u�t,fi br�t andrea��nc��a�SD-foot side setback. � i ty�1°`�1'+,'t.,v'�„i1�"e`1'n`5,��6�vW4 uA»K '��„n'C��.q.�_�`�G'�-:�.."w�i:�'C� .,,,wC"v�' 1 ��'t�t;"'"'."F`+`"�°�t"�^x"."h e��'.:�a°,�rry+ha��ly�!"� }��tl""t i�° k�.NR��„F r c? r�5�`a"'°�'��v:,�'"a.s�""c".,�^r',.�vw7�w#�,;t,�� '��;,, Gaffron noted a snlall aec�s�pry strucfi�u�,��i��11�erhaps be located in that L-shaped area towards the back of the lot ' ��''�"`"'�"t�* ��rc�,"� r��rvf��op,y�'+y� �� ;1�.��1��}�+ +yRa'" � . � 4:° i ��''iC` '��'t� � a�'f.t'M k m'1*4 1��'w �'y.. :n� a `S 11"� tt} �R�.�* r�,�a��'ur��s�a�n�ec�j�t that are��s U�y.�t2 feet wide,which would limit the size of the accessory building. a'l't r�' b,ru "R'+n K+�'!' S �.r '�,fs �,c.r tr �"F��"`re�a.t'i',v i� �y°'S��e�C"'qw�f`5�.* 1�'W� `"t f�;"t'y� e� �. i �n. }�a u!�,"L,.F� r' SW,�n � i f k.;�`�- :`��' � F;y „�x�;�z,•Gaffroiia.zz�d��ate�tlu�t would'liinzt t7ie size of the accessory building to 1,000 square feet. 'n��4`�"�?'�y� Y��"4y'°'�'2.�`1`�TU1.°1c�� k�,r�'a . �^Rq v J��ry`7'i¢. ^C9 . �l 'Y i�.,t liL" yy �'�;��,��r�Phelps stated�tlYe�`e:i 1?y the upside down L would be in his view of the sunset and that he would prefer Cidi>r �,s,a r c t'? r�.'a ,��,��.��i�iat a structur��ot b�-Iocated in that area. �E�'a'^"'",�ep�KiL'' t ,y I'�i"`r':+t�1ay'�.;. 'µ�7y.'1zv.^:•'7�}"� r W.Hh �'�,�ts.-� si`S�r, . . . ti� �� . '� �Y� �`s��n7r'.5' . °�:,��.�id�r�;�e;r a�k.�d,,��iat an example of an accessory structure would be. `x.7r�y}r^ �5��a�,i*�'Gi h�(�t,,2A"�"�',.`. t�1�A,�7�h �!�"1FU34�+5w'�l�L,r �*�t,» ^F�nrk t ^,: �ur�rs�,stateci alie structure would be subject to a height restriction of 30 feet with a 900 square foot footprmt ��'°' ��'^'�r"'` . . ��,�. Thiesse commented the owner could also plant evergreens in that area,which would obstruct the view. Page 12 � t 1VIINUTES OF THE ORONO PLANNING COMMISSION MEETING Monday,November 21,2011 • 6:30 o'clock p.m. � n.:i�i:n.� �:.fir."4�wn,*�.,•��t, David Grandstrand,4435 Wolverton Road,stated as it relates to the proposed road,it appears tba#, hei c��,, are water veins that run down the hill and that the road has opened up those water veins,whic��a;us��:� ��,_ �� damage to the road. Any work that would be done in conjunction with a road in that area�lit��.`l�.15��ure �'4"�rM �Y�"?t it does not exacerbate that problem. Grandstrand indicated he was told in the past they}s�iot�`lcl j�atx3�zate that ditch to help drain the road. �"�Y�`��"'��"'� �� 4 t�� .�; �--r_';.� f��!�r r�7�N.,�.{N�S ,�ti'`�ru�.�t 1 K`�`��'V,��y'a �ne.�i,.Gw.��1 g�."�r�a7�"C�s"�� 7�y"�{' Curtis stated any driveway approach that was constructed would be reviewed b�,:�h��uiEngm�er��d M��.��y the resident's comments would be taken into consideration. ,��`};,� „� ��„ ��'�Mw�� x� � �� r�, �� , � ,�.'�"�..a�l`�iwu.�°�k.'' � +i�'��.�SK.�x�'�Lx�ti��Yn, cFw v d' ri"C�.^t s�. �*'". Tim Otten,425 Turnham Road, stated he was curious as to the locatioz�of,��1��,roposed building site. `�,�nr�-��i�.�^xV��' ��ri��1,��;. �ar ��..�`,� Gherardi stated the building pad would be located within the dash��d 1��it�,e��clepicted`�ii`the overhead. ��`'"�"� .„�w� an`�'M x� .. 5.e m`} df1,�'"'JL _y'4 ,�"w"n"'��`�..�.�� k��E�- k��a..��`'�, Curtis stated the buildable pad on Tract A does meet the requ�re��tb3ck5�..�,��;��,�� A,.�,Fy.Y�e'^s".Mi'd�l�'��r5c�.�n� �� al�\J� . t ��. x ti�,ti��Wy�� Schoenzeit closed the public hearing at 7:50 p.m. �,�� w� �� ;s.,5, �� a�'� �. Thiesse noted this is not a flag lot but that a pi�a�o�f.�property has been fa�l�eci nn,��each the five acres and that he would rather give a variance so.�t ct�zt�E1��i��hree or four acre 1q'��"'�`�7e�s�stated in his view a� F �. ik�4w�y�`e�w"'��.9 7�'C�"'.{2'aay'^rtiv�',� �' the properiy does not belong to that lot ��;��,��.y��,��W�,��` ��;�'`�„��`�'w�" e t�v"�i'�r''�"��^;yi��S�w?�.��`��'i'�,i. . ��',� . .. .#'i"ti 'S� y '��J`T:v.w 4N� i.ci4 �"t '"� Leskinen stated the Planning Coxnmission G��c��t a pr��erien�al.c.��a�i�g a noneonforming lot in a five �j„ �tt��:✓��. KW'�n� ��""cvw«��'l,�"Zv��"�? acre zone. ry�� ,��av�, �f�-r�,w�'�-��s�,w � '��r � R"� t�'�`4"• k y�rt�G"'�y�"j��'!t'��a'��A,�'`a: 'G;r «��Y�� y��Z/^TqG�•�1 ��'M�Z��'� 4�f �V 2.?� ��G[' '�w.k�. '.�'�d'�� Curtis state d in a stan dar d nu b��s�on t he City�7��%��c��1�.��a�r�ii t gran�e d an area variance. Variances have been granted m the�a a�t o 1o�t�s��dth due toyetl�='d�,�ac�e aud other c�rcumstances. �,��3� w��'��++,st'v'��h wt`�'� . �""�x��iJ`M��'`�' ��1�.,�y� n�'*��?'r:�'C�w 'f,' �tt�,�''y�i�N �, '� ��a. q 4�:1 y}�u rau��t..m'`.�"1.� Schoenzeit asked,�,��Me-�aJ�.Y�.ts�:r��i tt.-i�;minimum�st�.t'��e�fpr..t a building. � .��CV��'M`'��i�T �f1�.}� 5�•,r•�'„ M �,uV�i4k'�}��V��+j'��;YN ��y �^.�1�,�„y J,�� `��{T'� t�t~�Y5��1� ri �44 �Y Curtis stated'Gl�i��o,��vsed lot�ine.tco��deb�.�djusted��'� �ni.�i�. .m 1 dw� H�. K bYV w'S..�"'t w f�"kc d�Y +�d"5��+'�F� �� ^� jY��t+'+��ti y �� 4S�'�;�, �'�w�-,, �,�,. ,.e��;��.y�.��,,+��'uC�+��n`�,��w��^', �ry"��',}�+"��'"cae"'��W Gherazdi stat�ci�ii�l�fi^�.ine��e�sox�ew'�a��zla��azw,and could be revised slightly. Gherardi indicated she is in agreemen��a a��Z�i��Id�o�'be a pa��e,�"��lacated towards the rear of the lot but that it would be up t�o�the.�fu tture prope�'t�o��x��'��cy ��,�,�'`"�'`��"��, ��` ��„�-��,4��"�� ,�n}`��a�n��a��>��, Schoen��,��cd�n��e�l,to table Application#11-3531,Lori Gherardi on behalf of kfP��;,;<�n'-LY'�e d� 4" "�,.` t�;��*v e�� , r F.-!�r+ �. 'l4s�t.'v �.�r�=�.�'r�`�3��.�,,�ye�t tis��`Y��e;�Z,LC,4� Q��`�n�lti=e�-ton Place. VOTE: Ayes 5,Nays 0. .iCa�"Y"�l��.ni.�".+�'�µ �.�"'�„"."�°�c4r��'"4:'��'Yy �„T� •'� .�, ro.+e�rc..�'1 n'?tm7 9Y'^�,t�� M 3°' . ��i�� "��'.��`��: �.�.. �K �� '��- `4. #ll�s��'��'ARRATT DESIGN& COMPANY LLC ON BEHALF OF MII�E&PAM � ��r v h �'r�"`� ��"'� "� SIM� ��I�ORTH SHORE DRIVE,AFTER-THE-FACT CONDITIONAL USE �y"',��,��^�'`�'k'��, ' + ° �� • �.�s��,�,,�,=;>.��,��-�,_� PERi��D VARIANCE,7:54 P.M.-8:00 P.M. �.`��.,'��`�°��.��„�4��`,�� w�c;��i;'�� 't.f� �;t'� ce'�f�a''k.�`k�""��v�+-. . ��ch,o�u��il�sk��Ewwhy this is an after-the-fact variance. 'Eiw�7`�y�,y�w,�,7�� "t��x"�e �f�"T�t"Xi.�r�^�`P`1;�.C�"�.R�' Curti�:.��c�in 2009,a previous owner installed rip-rap along the shoreline with permits from the �;.-�V,�:�ti:�- MCVV��:��As part of that project,a 7-foot wide main staircase to the lake,two additional sets of stairs as Page 13 � -c �,� �� . � ° _ ^` ' [ i � _,..�� i r Y s,,,�,�:-� ��'s� 7 t` -. � � � . . � 'r�� ( � � �-.-�`�"'��" �1 t. � � � � � d I.� � . . 1" � t �� e�!) r� y�. t . + ' ..' � � � � � � � � � � � � � � �� '�'a 1_ �1 4�;��``�, - ��.�J� e� w.T��i ,€.� ��F P � + � _ , ,-r �_ , , � ;�p�-,c� : ,^ ��`�ja.s�t63;�t�/�� °� ;"�.. E 4��?( �,G,r �'S'�ry 7 � °�� .''�,vn . �ARG6�I .�0�1� , �. Y Table of Contents Table of Contents ..............:.............................................................. i. Listof Figures.................................................................................. ii. Introduction............................................................:......................... 1. ' .......................:........... 1. Project Methodology.................................... Gather and Review Background Information ............................................. 1. Land Cover Classification ........................................................................ 10. Aerial Photo Interpretation .....................................................:.................. 10. FieldEvaluation ....................................................................................... 11. � MLCCS Modifier Codes ........................................................................... 11. Natural Community Quality Assessment...........................�`......................,13. . Search for Rare Plant Species................................................................. 14. Land Cover Classification Results....................:................................. 16. Natural Resource Inventory Results............................................ 22. . Recommendations ........................................................................ 44. Conceptual Greenways/Open Space Corridors....................................... 44. Recommended Additional Rare Plant Surveys ........................................ 48. Sites to Considerfor Proactive Management/Protection.......................... 51. Other Potential Uses for the MLCCS/NRI Information ............................. 54. , Appendices � � � Appendix A Plant Community Survey Data � Appendix B Land Cover Summary Tables Appendix C Abbreviated MLCCS User Manual Appendix D Glossary of Technical Terms � City of Orono-Land Cover Class�cation and Natural Resouce Inventory i March 2006 t � List of Figures � - Fig. 1 Hennepin County, Minnesota .................................................................. 2. Fig. 2 Vegetation at the time of European Settlement.......................:............... 4. Fig. 3 City of Orono National WetlandsInventory......................................:........................................... 5. Fig. 4 City of Orono Soils Map........................................................................... 6. Fig. 5 County Biological Survey Sites................................................................ 9. k;;, , a�. Fig. 6 City of Orono Level 1 Land Cover Classification...................................................................... 19. � Fig. 7 City of Orono Level 3 Land Cover Classification ..................:................ 20. Fig. 8 Natural Areas ........................................................................................ 23. Fig. 9 City of Orono Conceptual Greenway Corridor Alignment ............................................................... 46. Fig. 10 Natural Areas with Potential � for Rare Species.................................................................................... 49. Fig. 11 Species List Identification Number.................................................50. City of Orono-Land Cover C/assification and Natural Resouce Inventory ii March 2006 , i Land Cover Classification - Level 1 � City of Orono Land Cover Classifica6on and Natural Resources inventory ;' ,,��Y ,d" � "'S ��, .�;., � �r� � � � .��— N V. ry ..'l `�' y � y .A,��.l F'4��'� �i� �'�i, C4`. _�..� �. L . ' '; ��; e - i ��. ,� %,��4,`�-'t�'...sy��.r��,y�� 1.+ �,trif�,�"�',_�Y^T ,-s,' r�; y �:+�:� K' � s�� $��' ��i:�, `, � �' yd��, j�`� �� '�� ,��,.�s„`�,:.� "''� '" �„��. `,�^i'� �.• � ��..a°*' ;.. �- r� �� '�� ' � °,�� - � 'd'�, f 4 ��, � � �1'x''�-'.� �� +� L.f .� r.'r ��-4, ' �,�ie�r* �. i�.fi,�� ; dri � �,�"`�� . 1d��,`.�,T, �� :.,yj-� �44..�� ,��' :fi1f�(i� �I. . �4'kl`�{� W �`�1.. �� ss 1 � . 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F�� a �. �/. � �n �C `,,'�" Legend � Q c�y sa,nda�y p a0000 �voodiand �50000 Shn�l�d Land Cover C4assifiptlon-Levet 1 �60006 Herbaoous Q No LanA Cover Gassmqtlon aata fa this a2a �70000 Nornascal� � 2z50 4,500 9,U00 �10000 Artifidal Surtaces and Assodated Areas �80000 Sparse Vegefation Feet 20000 Planted or CulSvated V etauon . i inch equals 4,500 fed eg �90000 WaUer �300DD Forests Figure 6 City of Orono—Land Cover Classi�cafion and Natural Resource Inventory 19 March 2006 . . — . — . • • . : . . .z . : . : . - . J�l;`��1��rt�I�y ��;kj R::'�t' J�@ t ' ` 11 r ' 7 •-s �.. �� ! � ,�� F,sl�r� �. ��sf'�i ��'��`��1, ��?�r'�`,ti. i ��1 r.��. �' ;,,. .�c_1 � �7 I::�,� 1i�i%�� +�t�;.yr �'1� �,^,'!I� �j''.1�."' � �a-�:��.-�'�rf. '��.�� y� f �. P.. � �� -'.. � i�:�r i t� i`� ^� � � �, � �'9 G:• `tF'L. 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J''.�� T.��"/�♦{`ff� �,`�''- �+iP �'?�"+��'.rta`'.I";; �e �" ��'e °� v�-�i/F Id 1�r�1��.\"�,. � �� ♦` '1 l�lf4_�:f' �• �,�rf,W v9 �.r'7. 1 -`JOL p 9 i� � _, `Y�.Y- i �f f �� -� 1P r -�:1.. _r� i► `� � � , `r �� T "�" }� � • . �r� �.�..�`�°0��±�* 1 �f,�� T�� I�m:'��, ',� _� '�s ;! ��. � °1 � � � j� '� .� � 6 P �� 4Y'� � I�.Y4 a� g �� fS�,�O��d' � 41 �. x �� ` �~ � � � � i ��"� L� •�,.' —� ,�, � �,��. _ `.� • � � :. .. �•�i�� ..s.� � �i.�� . . _ — — � .�i�� .�, � � r� • ii� � ��i � ��ii • � .. �• ... -. � - :��t� ... -.- .�� . � �i�i « � . - - .��. �� ir� - . . • . . . . . . . . � Y J �� Y Concept�aal �reeriway sC� orridor Al�gnment-` `` �' '� - F, � � , �- : _a . 't �..�je+��4. ;m"'l+eu.�' 2S��1w'4qr.-,.Y' a L..�*rw.�+.v'� -.4a"c i._�#�+� t .�SY.e,;a w a�a Ciry�of Orono Lantl:Cover;Ci�ssificat�on�and'Natu�al Re'soueces..inventory ��- �-' �:_ �^ �- _ �a. �s:: li �� /�� .,s' YM u��' �� (� �' � � ��W � :� �'.�..t ��. � . � ,� .�^.��,��.B'�►di'I�,o� �� S' :� J, �,��°d+t �� ` ► t �y �ti �•+ . �,�y.�� C� �,�= -t„vd��!�.-,� .!,' � '�'� ;� tx.� . � c ��f ~ . �.� �i�7�`,fi�y�si�^�..r �'. , '�c, y �-�rT . r•� 3 :�� ',e.._. .'. '�1�; �e... . � 's. .; � r.� ..t, �, �;�.,ti �� r*_ � �� "'+� • ',� � ,�1t!ap+�f'�aw. 5} ' �.-�._ z � iC �. J�.,=Y'�� ' �?°JS'4�''iJ��c1 � m �.- '�' �,rv�-�e� „ � �� ...e:"�,•�.,� t� y��4-�+1".�t` � P�-�.'L`��` Y j. -fj1�i y��k ��°s=¢s��rp,,�E •� ��' �� f �•; � r i— �,`'",� al�,/�g x 1"�o�"�s�'J' � - T � fl,�'� 1��: �_ q�y�. 4' o � 'l�,�"'� fE'�f r'�� `'�� ,g• : ? '- :� ' r",r�'d aE p 6f� `�'S� ';��. .- t"� , ^ ��'Y'�i�w�� a O�a ti'.. , �� t�� . �•�.. r}� � � ,�,�wy��'�' Q�r� �. '� a�� " � i. �$ .;� H ,`��+ Y R.F ��^'` ' � i�:.w. ��t� i' a... Zi� � �' ��j� "� �,�sA'`��","�4 y'f' r f a. a.�rr�w �~ . rt � � =� ' � ,.�,��` ��r I'.` �� . ��t: ..'t"''�l i;�� 1"�� .a_�E'�'ji��> ��'.�,�� t+ ��,.q,c ;� ��' ��r�t. L.. ,��. 4��' ��Pr�,j�. �V� -�:?.�L�/A��.� 'T ya��,.. �� 6' � t d C''y/p� �•ia �.� ��yY . 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'�'��4 M� � n� � � �C ��'<? ,.�-�.J - r i� +�� ` � �ar,,,;[ T i'.k'��"'A 4 �` ti � -. 1 Y },` � n'� � a'' . �3' � • � �� f f i 51 Ft a • ,,`, t e � ; �f_ . �1� �.%a '� 5 �„` ..,_.� w 1 .� +: i'� �a�j • ..��4 � � � r � �� . A� � � �;( �� i ' . ...F"�5- ''�y�' 1' , t �. I � � `��' 'e. s �� a�' �a°' �. � _ -- --- �"�.;C ,�, �. �1..V,J��u��N:d , �.�;.,:� • - < , K '�'i.�� , � r c „�, � _� , ;� s� �''%'r'"�'°e �s� ._t�y--• +� . �a 4i�'S��'' y �+r r� � �W`- � � �> �, „��^�� 1 .« ;� �+IM ��;;� - :f� - � ' • �'',`i'� �:� p-^`� � � 'r�R .st � - �+- �. � � t� �i� �� - � • — 0 . • . . . . . . . - . . . PC Exhibit J � ARTICLE XII. CONSERVATION DESIGN DIVISION 1. GENERALLY Sec.78-1631. Purpose and intent. The City of Orono as a result of the Rural Oasis Study conducted in 2005 finds that there is an intrinsic link between the natural systems and the valued scenic character that exist throughout the community. The requirements of this conservation design ordinance are meant to preserve and enhance this ecological/aesthetic character by requiring: (1) protection and enhancement of drainageways and water quality; (2) protection and enhancement of ecological communities; (3) reinforcement and establishment of ecological connections throughout the city; (4) augmentation and preservation of viewsheds including corridor enclosure and buffering; (5) preservation and improvement of views; and (6) . preservation or reinterpretation of local landmarks. (Ord. No. 67 3rd series, § 1, 1-11-2010) Sec. 78-1632. Applicability. The Conservation Design Master Planning requirements of this article apply to all proposed residential �`' subdivisions or multi-unit residential developments greater than five acres in total area or guided for urban density (greater than one unit per finro acres). . (Ord. No. 67 3rd series, § 1, 1-11-2010) Sec. 78-1633. Definitions. The following words, terms and phrases, when used in this article, shall have the meanings ascribed to them in this section, except where the context clearly indicates a different meaning: Conservation design means a two-phased approach to design and development that maintains or improves ecological assets, provides infrastructure that works with the land, and incorporates people's instinctive desire to experience nature. Some conservation design strategies include: identifying and avoiding sensitive natural features, planning roads along contours, allowing lots to border natural open space, integrating ecological stormwater management, using smaller lots, and educating developer and buyers about the ecological values of the landscape. The first phase entails an inventory and analysis of the potential development site's natural features, existing land uses, and wetland delineation. The second phase entails analyzing the design implications of the findings from the initial phase, alternative stormwater design, and a conceptual design for road and lot layouts. Minnesota Land Cover Classification System (MLCCS) means the Minnesota Land Cover Classification System (MLCCS) displays data on natural/semi-natural and cultural cover types at the highest level of classification. The next four levels of classiflcation each reveal further specifications such as plant types, soil hydrology, impervious surtaces and plant species. Using MLCCS data is the first step in producing a natural resource inventory of a development site. Orono Natural Resource Inventory means an element of the Orono Community Management Plan that displays the ecological connections within and beyond the City of Orono. Corridor enclosure means the nature, appearance and relative degrees of screening provided by roadside vegetation. Corridor enclosure types include: Open enclosure: Long views beyond the right-of-way, no real sense of corridor enclosure. Edged enclosure: Solid wall of vegetation along roadside, views focused along corridor. Tunneled enclosure:Vegetation begins to completely enclose roadway, above and sides, creating a "small scale" roadway experience. � Varied enclosure: Enclosure changes rapidly along corridor, short stretches of open, edged, and tunneled corridor. View analysis means the process of determining whether a view is positive or negative. Positive views:Views of natural areas, water bodies, established parks, wetlands, rural and historic land uses. Negative views:Views of structures, particularly multi-family residential, institutional, and commercial and industrial uses. Views of power lines, telephone poles and other utility irifrastructure. ° Landmark preservation and enhancement means preserving and maintaining distinct cultural features, landmarks and unique points of local character, both natural and man-made, to maintain a familiar sense of place in the community. Ecological Managemenf Categories: , Level 1: Ecological"off-limits" areas, including wetlands and required buffers, historic drainage. Leve12: Ecological opportunities, including existing degraded drainageways and existing degraded ecosystem remnants. Leve13: Ecological possibilities: Areas suitable for stormwater treatment. Note: These Ecological Management Categories are not intended to directly correlate with MLCCS M-34X Natural Community Quality Modifiers. . Significant tree stand means a grouping or cluster of coniferous and/or deciduous trees with contiguous crown cover, occupying 500 or more square feet of property, which are comprised of deciduous trees six inches or larger in . diameter(d.b.h.) or coniferous trees 12 feet or more in height.�Additionally, those forest or woodland remnants identified as high, moderate or good quality in the Orono Natural Resources Inventory shall be considered as significant tree stands. � (Ord. No. 67 3rd series, § 1, 1-11-2010) DIVISION 2. BASIC APPLICATION AND PLAN REQUIREMENTS Sec. 78-1634.Application requirements and procedures. The developer shall follow the steps outlined below as part of the development review process: (1) Review and respond to the Goals and Policies for Environmental Protection and Natural Resource ' Management as established in the Orono Community Management Plan and the recommendations contained within the Orono Natural Resources Inventory. The intent is to establish the property's ecological connections both within Orono and as part of the regional ecological system. _ (2) If the property exists adjacent to a documented corridor in the Rural Oasis Study, review and respond to the existing aesthetic and ecological analysis. • (3) If the property is not adjacent to a documented corridor in the Rural Oasis Study, developer shall have a qualified consultant prepare a similar analysis and submit it to the city for review. This analysis shall include the documentation of views, corridor enclosure, and landmarks through a plan analysis and photographs. Developer shall be charged a standard fee established in the city fee schedule to cover the expenses of the city in hiring a consultant to review the ecological site analysis submitted by the developer. � (4) Additionally, submit a natural resources inventory of the site, including all of the following elements: a. Review of the MLCCS data pertinent to the site. b. Tree survey, including all significant individual trees greater than six feet diameter, and stands of trees, identifying tree species and size. c. Wetland inventory, including delineation reports. d. Topographic survey indicating existing drainage patterns. e. Analysis of the site based on the findings and recommendations of the Orono Natural Resources Inventory with regards to: �Conceptual greenways and open space corridors; •Existence of rare plant communities; •Potential need for proactive management and protection. ' (Ord. No. 67 3rd series, § 1�, 1-11-2010) ::� ,.. Sec. 78-1635. Basic Conservation Design Master Plan requirements and evaluation criteria. The developer shall prepare a Conservation Design Master Plan for development of the property, consisting of written°and visual documentation including maps in an acceptable electronic format, addressing the following topics: (1) Consideration of the existing drainage system; (2) Establishment of a stormwater management system, using multi-cell treatment principles, and defining proposed methods of stormwater phosphorus reduction; (3) Removal of invasive species and diseased trees; (4) Protection of significant tree stands and woodlands that support scenic andlor ecological goals, including mitigation of any such stands to be impacted by development activities; (5) Protection of existing wetlands, including augmentation of buffers, mitigation of impacts, and enhancement of degraded systems; � (6) Justification and mitigation of any negative impact to ecological communities. "Negative impact"includes any modification to a lower level of ecological community quality, as described by the Minnesota Land . Cover Classification System (M-34X Modifiers); (7) Maintenance of ecological connections through site design, as shown on the Orono Natural Resource • Inventory; (8) Maintenance and protection of existing positive views, and mitigation of any existing or proposed negative views using appropriate measures such as site layout, screening, building design and coloration, etc.; and (9) Preservation or reinterpretation of existing landmarks. The planning commission and city council shall evaluate the Conservation Design Master Plan to determine whether the proposed development: (1) Preserves existing drainage patterns and enhances stormwater collection and conveyance by applying an -- � ecologically-based multi-cell storrr�water rna reliance on manmade infrastructure, redu ' . ecological connections; nagement system that im cmg downstream runoff of contaminantsystems b �2) Includes a 9 , and enhancirig�ng stands p�0 �am for fhe removal of invasive s and woodlands that su pecies and diseased trees• stands that will be im pport scenic and/or ecolo ical oals• _ pacted by develo g , protects sig�i�cant tree �3) Protects existin Pment activities; g � and includes mitigation of any such identified g Wetlands by implementing neW bU ffers or au wetland impacts;and enhances degraded wetland s �4� Results in 9menting existing buffers; mitigates results in no negative im ystems; no negative pact to ecological co Cover Classification gmodification of an mmunities of Ecoio ysterr�• Y ecological co 9�cal Management Cate including natural and se � and establishes mmunities as described b 9ories 1 and 2; functions m�-natural areas to ' maintains and improves native ec log cal co (►•e. draina provide Minnesota Land ge, filtering, bufFerin w��dlife habitat and su mmunities �5� Establishes 9� etc.); Aport natural ecological or maintains ecologica►�onnections throu Resource Inventory that will enhance stormwater wildlife corridors, and 9h site design, as shown on the provide recreational o �ollection and conve Orono �6) Preserves pportunities for residents; yance Natural and where a p • �- � promote ecological and corrimunit pp�O ��ate augrrients or im � aesthetic I mentstof the landscapeth the cit � p�oves roadwa y s rural character• y�orridor enclosure to promote ��) �. Preserves � and mitigates the�e � p�eserves open rural views and , maintains, or reinterprets existin 9ative visual impacts of develo other (Ord. No. 67 3rd se 1eS es distinct cultural features that wi►I ma nta n arks and Pment; � § 1, 1-11-2010) un�qUe points of loc a l c h a r a c t er, and f a m i l i a r s e nse of place in the community. DIVISION 3. Sec. 78_1636. �ENSITy gONUS STqNpqRDS Density bonuses for urban densi For residential develo ty development. nit er pment in Orono's defined urban area ( p �o acres, and includin °nsity) within the ran g pfOperties identified in the zpnin �rtormance 9eS �f the Orono Co g d�stricts allowing densities in excess of one bonus re 9uided density a densit mmunity IV►ana �nus quirements of this division have y bonus rria be awarded for such 9ement Plan for conversion properties, been y a�lowed if the city council finds that the t�urban �o--four units Example: pro �'►et. The cit aranteed per acre have a base Perties guided in the Corri uncil shall determine the extent of density , the city council at its discret�ionS�ty�f�0 units munity IV�ana pertormance bonus Per acre; while the high end of the de sitn�an a density range d, No process, maY allow development at a final density of u 67 3rd series, § �, �_��_2010) Y 9e is not p to four units pe�acre through • 78-1637, pertormance bonus re quirements. Within the urban density area, develo nd the Basic Conservation Desi � ncements that not onl Fers have the opportunity to increase the base 9 Master Plan requirement. B �g landmarks y P�eserve but improve the natural charact rist cs of the density by goin nined b � the develope�Shall beco p 9 a combination of develo 9 above and y the city council. Development nhane�ementSan�Iud t property°r pment y bonus. The extent of suchpfeserve and enhance ��) Reforestation e but are not necessarily limited to�the follovyihall be beyond existing woodland limits; �2� Water �9• quality improvements; ' ' (3) Improvements in ecological grade of existing communities; (4) Upgrading of edge buffering to maximum, or tunneled, character; and (5) Major preservation or enhancement of existing landmarks. (Ord. No. 67 3rd series, § 1, 1-11-2010) DIVISION 4. � LONG-TERM PRESERVATION Sec. 78-1638. Preservation requirements. The developer shall establish and implement measures that will ensure the preservation and maintenance of those elements of the development that are determined to require long-term or permanent protection from development or misuse. Such measures may include but are not limited to: conservation easements; deed restrictions; private covenants; transfer of ownership to agencies such as the Minnesota Land Trust or the Nature Conservancy, or to the city via dedication, etc. (Ord. No. 67 3rd series, § 1, 1-11-2010) .y? Sec.78-1639. Buyer education. . The developer shall establish covenants documenting the elements of the development to be protected and how they are to be protected, and shall establish a defined program for education of the initial purchasers of lots within the � development as to the limitations that affect future use of the property. . (Ord. No. 67 3rd series, § 1, 1-11-2010) DIVISION 5. � RESOURCES Sec. 78-1640. Resources. The primary references for facilitating the conservation design process include the following: •Orono Rural Oasis Study (DSU, 2005). •2008--2030 City of Orono Community Management Plan, Chapter 3A--Environmental Protection Plan (City of Orono, 2009). . •Orono Natural Resources Inventory(Hennepin County Department of Environmental Services/Bonestroo Natural Resources Group, 2006). •Minnesota Land Cover Classification System (MLCCS). (Ord. No. 67 3rd series, § 1, 1-11-2010) � . � N � Date Application Received: 12/08/11 Date Application Considered as Complete:12/OS/11 60-Day Review Period Expires: 02/06/12 _ ti To: . Chair Schoenzeit and Planning Commission Members � Jessica Loftus, City Administrator From: Melanie Curtis, Planning&Zoning Coordinator '1��'`� Date: 12 January 2012 Subject: #12-3537, Rodney Burwe11, 1100 Millston Road CUP for Plumbing w/in Accessory Structure (Shower) Public Hearing � ----------------------------------------------------------------------------------- Zoning District: LR-1A, One Family Lakeshore Residential,2-acres/200' � Lot Area: ' 444,839 s.f. (10.2 acres) Application Summary: The applicant is requesting a conditional use permit to allow a shower/tub within an accessory pool house/cabana. . � Staff Recommendation: Planning Department Staff recommends approval of the CUP. ,Pertinent Zoning Ordinance Sections . � Sec. 78-303(8JConditional Uses. Provision of bathtub or shower in an accessory building. . Sec. 78-916. Granting of a permit. � � � List of Exhibits . Exhibit A. Application Exhibit B. Partial Site Plan � Exhibit C. Proposed Building Plans Exhibit D. Property Owners List . Exhibit E. Plat Map Background The subject property is located in the LR-1A zoning district. City Code 78-303(8)allows a bathtub or shower within an accessory building as a conditional use provided the conditions . outlined within the Code are met. The applicant is requesting a CUP to allow a shower to be installed within an existing accessory pool cabana. The existing pool cabana was constructed over the summer of 2011,and meets the LR-1A requirements for hardcover and setbacks. The septic systems on the property have been � upgraded to conform to current septic code requirements. Approval of a CUP for a shower or bathtub within an accessory structure shall be granted when � the following criteria from 78-303(8) are met: 1. The planning commission finds that the proposed use of the'accessory structure with a � Y FILE#12-3537 12 Jan 2012 Page 2 of 2 . . : . bathtub or shower will not be detrimental to the residential character of the � neighborhood. The accessory structure in question is a pool cabana. -The pool cabana has been designed and constructed to a residential scale and in staff's opinion is not detrimental to the residential character of the neighborhood. 2. The council finds that the plumbing fixtures proposed are in keeping with the intended . � � use of the accessory building.-The pool cabana contains a bathroom with a toilet and' sink. A shower is a reasonable addition to a bathroom adjacent to a pool use. ' : . 3. . The accessory building is conforming in location,size and height. ln staff's opinion this � � �. condition has been met. . � ' � . 4. The property owner* agrees to the filing of a covenant in the title of the property � : � providing that the accessory building will not be: , , . � • . a. Used for a home occupation unless specifically approved by the city or if � , allowed by this Code. . . � b. Used as a dwelling unless a guest house conditional use permit is obtained. c. Rented, leased or otherwise provided for use as a dwelling under any � . . circumstances. . � � � d. The owners should be subject to the standard covenants as part of the CUP • aPProval. � . *The property owners have agreed to the filing of the necessary covenants. ' Issues for Consideration � Does the planning commission identify any other issues or concerns with this application? Staff Recommendation Planning Staff recommends approval of the CUP for the addition of a shower/bathtub within the existing pool cabana subject to the standard covenants. _ .. . 2 ` PC Exhibit A Application# � �JS Date Received D � G/ Amount Paid U� CITY OF ORONO CONDITIONAL USE PERMIT and OTHER LAND USE APPLICATION PROPERTY LOCATION Site Address 1100 Millston Road Type of Application to be Filed Conditional Use Permit for shower in accessury building Property Identification Number(P.I.D.) 10-117-23-14-0015 APPLICANT (� �, '�}' Name Rodney P Burwell �I� � �1.�'�%�',Y` Phone(home) 952-476-1847 Phone(work) Address 1100 Millston Road City Wa�zata Zip 55391 �,n�� I� p ��• , OWNER (if different than applicant) r��(�� N a m e t�'G-�`,.�+��ir� �" " ��`� Phone (home) Phone (work) ;:; , ��''��`��`�:�' Address City Z�p ��'��'� �� '� Date Property Acquired (month/year) I (do) (do not} also own the adjacent parcels of land. FEES-CONDITIONAL USE PERMITS - �_$700.00 Residential Accessory Use $700.00 Institutional (church, school, etc.) $700.00 Guest House/Guest Apartments $700.00 Duplex $700.00 Commercial/Industrial Use $700.00 Land Alteration Permit Grading and filling - designated wetland or floodplain Grading and filling - 501 cu. yd. or more � plus$700 Escrow Grading, seawall, retaining walls within 75'of lakeshore $350.00 Renewal Fee (IF no change from original application) After-the-Fact Fee - Double Current Application Fee OTHER APPLICATIONS $700.00 Commercial Site Plan Review, PLUS consultant fees Commercial Site Plan Review Escrow, $10,000 minimum $200.00 Easement Vacation, with Subdivision Application $700.00 Easement Vacation without Subdivision Application $700.00 Rezoning $700.00 Comprehensive Plan Amendment $100.00 Appeals $700.00 Zoning Code Amendment RPUD/PUD/PRD/PID - see Fee Schedule Other-see Fee Schedule RECEIVED CUP and Other Land Use Applications Last Updated: November 19,2010 $ DEC 0 8 Z 0�I 1 �IT1� OF ORONQ C , REQUIRED SUBMITTALS 1. Completed Application Form. 2. Describe request in detail. � 3. Certified Property Owners List of owners within 350' of the subject property, labels and plat map. List, labels and map may be obtained from Hennepin County Department of Finance, Government Center,A-603 300 South 6�h Street, Minneapolis,telephone 612-348-5910). 4. Certificate of Survey(signed by a licensed surveyor)-refer to handout for survey information. 5. Attach legal description to application if not included on required survey. 6. Topographic survey (existing and proposed contours) if land alterations involve changes in elevation (grades). " , 7. List of the legal names (include marital status) of all persons with an interest in the property. This would include name(s)of applicant(s)if not current owner(s). � 8. Construction plan, if applicable(see staff for requirements)., 9. As an addendum to this application,please attach a separate list of any other persons you wish notified of this application. � YOU ARE REQUIRED TO SUPPLY 3 COPIES OF LARGE DOCUMENTS AND 1 COPY FOR REPRODUCTION (11"X 17"OR SMALLER)FOR ALL DOCUMENTS SUBMITTED. (Staff will require scaled drawings of all documents, plans, etc.to be submitted.) � The Applicant and Property Owner must sign this application. Please remember that your application is not complete if the above information has not been included. APPLICANT'S SIGNATURE � The applicant hereby agrees to provide all information required or requested by the Zoning Administrator, agrees to pay additional fees (stafF time not covered by original fee payment) and/or unusual expenses incurred in review of this application,and certifies that the information supplied is true and correct to the best � of his/her knowledge. ' / c �� ApplicanYs signature Date OWNER'S SIGNATURE The owner hereby acknowledges and agrees to this application and further authorized reasonable entry onto the property by City staff, consultants, agents, commission members, and Council members for purposes of investigation and verification of this request. C��'L � ,` Owner's signature Date ��` ' . Applicant must have all submi Is into the City offices 25 days before the Planning Commission Meeting. Planning Commission Meetings are held on the third Monday of each month. Applicants must be present at all scheduled review meetings of the Planning Commission and Council. If an applicant is unable to attend a scheduled meeting, please make arrangements to have an authorized agent attend in your place and advise the Building &Zoning Office of this change prior to the meeting. •CUP and Other Land UseApplications . RECEIVED � Last Updated: November 19,2010 9 DEC 0$ 2t�� 1 CITI(OF ORONO `, � December �, 2011 Mayor I..ili McMillan, City C.'ouncil Members, and City Planning Commission City o� �rono 2750 Kelley Par�Zway Orono, MN. 553�6 Re: T�e Burwell Resiclence 11�0 Millston Road Dear Mayor, Council Members anc� Plannin� Commission: �e �ave recently started construction o� a pool ca�ana (an accessory structure� on our property located at ll�� Millston Roac�. 1� permit was grantecl �or the buil�ing, and it con�orms to t�e zoning ordinance requirements inclucling, but not limitecl to, location, size, and height. We are requestin� a Conc�itional LTSe Permit to allow�or a s�iower to �e constructed wit�in the pool cabana as required by the zoning orc�inance. �ur existin� septic system was upgradec� as part o�the permitting process to construct t�e building, and will not require any �urther up�rade. 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' r+ $ • � n xr .-- F � � � S 4 A � � � � & � .� � rr� � � � o � � . � _.... ..._--- .. ,� . . . _ ...____ m _ . . .� o o � � oz � � . � . � � � RUN DATE: 11/22/2011 FIENNEPIIV COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIS'I) PC Exhibit D 38 10-I 19-23 14 0006 38 10-]17-23 14 0011 38 10-]17-23 14 0012 R P BURWELL 8 B E BURWELL R P BURWELL&B E BURWELL R P BURWELL&B E BURWELL ]125 MILLSTON RD 1100 MILLSTON RD 38 ADDRESS UNASSIGNED RODNEYPBURWELL RODNEYPBURWELL RODNEYPBURWELL 7901 XERXES AVE S 7901 XERXES AVE S 7901 XERXES AVE S#201 MPLS MN 55431 MPLS MN 55431 MPLS MN 5543] 38 10-117-23 14 0013 38 10-117-23]4 0014 38 10-117-23 14 0015 IRWIN L JACOBS ETAL IRWIN L IACOBS ET AL TRUST R P BURWELL&E E BURWELL 38 ADDRESS UNASSIGNED 1700 SHORELINE DR 1100 MILLSTON RD IRWIN L JACOBS IRWIN L JACOBS RODNEY P BURWELL 100 STH ST S STE 2500 1700 SHORELINE DR 7901 XERXES AVE S#201 MPLS MN 55402 WAYZATA MN 55391 BLOOMINGTON MN 55431 38 11-117-23 23 0011 38 11-117-23 23 0012 38 11-117-23 23 0013 'PATRICIA B CLOUSER TRUSTEE J T BRASS&J L BRASS J O YOST&D L YOST 1485 GREEN TREES RD 1495 GREEN TREES RD 1515 GREEN TREES RD PATRICIA B CLOUSER JAMES T&NDITH L BRASS DRINA I YOST 1485 GREEN TREES RD 1495 GREEN TREES RD 4972 WMSTOCK LA N WAYZATA MN 55391 WAYZATA MN 55391 • PLYMOUTH MN 55446 38 11-]17-23 23 0014 38 11-117-23 23 0015 38 11-117-23 23 0016 D D RYERSE JR&M L RYERSE G M DANKO&N R DANKO C&S PLATOU 1520 GREEN TREES RD 1510 GREEN TREES RD 1480 GREEN TREES RD DORANCE D RYERSE GEORGE M&NANCY R DANKO CARL&SUSAN PLATOU 1520 GREENTREES RD 1510 GREEN TREES RD 1480 GREEN TREES RD WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 11-117-23 23 0018 38 11-117-23 32 0010 38 11-117-23 32 0015 GREEN TREES HOMEOWNERS ASSOC � ROGER D O'SHAUGHNESSEY D D RYERSE IR&M L RYERSE 38 ADDRESS UNASSIGNED 1265 BRACKETTS POINT RD 38 ADDRESS UNASSIGNED GREEN TREES HOMEOWNERS ASSOC ROGER D O'SHAUGHNESSEY DORANCE D RYERSE C/O JACK 0 YOST 1265 BRACKETTS POINT RD 1520 GREENTREES RD 1515 GREEN TREES RD WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 11-117-23 32 0016 G M DANKO&N R DANKO 38 ADDRESS UNASSIGNED GEORGE M&NANCY R DANKO � 1510 GREEN TREES RD WAYZATA MN 55391 I CERTIFY THAT THE FACTS REPRES ANrACCi�}1'BE AND TRU�REPRESENTATION OF INFORMATION AS IT APPEA,R�S TH��A�ji THE RHCO • y0 E , CO + T AYER'SERVICES DEPARTMENT. i % DATE• N II BY:' � '�//i.(� !r "�`,-�._J ��1�� EC /.: � DEC082011 ClTY OF ORONO ; . 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' ; `. .� '-: i ; ..�, i F 1'i-�r17��3 '32 ��oX, � f�l C�l � , *' t. $ , �18� � ti- ;� � ;� ,3 ` '�� 1�� 23 �1 ,` , � _ �1 � �..��.. �:.�.s,' �.,,�._ � �� ,�..�......�_..,Y.�. For more information contact: P�i�t Date: 11/22/2011 �aP Legend: Hennepin County GIS Division 300 5outh 6th Street � Map Scale: 1" = 375' . Minneapolis,MN 55487 Buffer Size• 350 feet gis.info@co.hennepin.mn.us ' "� 'IN�ater � M�ajor Roads ��' Park N4inor Raads k."_.�.::�s.:; Map Comments: � `. Parcel " � Buffer Region ,�,��t 1100 MILLSTON RD �.�.,�y. ORONO, MN "' ^�"~ Selected Rarcels 'l�� :<.:..,.,3.:x .w+►�. � �,aa�ar, • �i: '�d HEWNEP'�lit� ■a�� r � ��i • � - � DEC 0�8 2011 � CiTY OF ORONO " fi \ v' ) � , Orono Planning Commission Agenda Item . Executive Summary Title of Item: VARIANCE REQUEST: Application for a 75' —250' zone hardcover variance to allow 30.4%hardcover where 30.8% currently exists and 25% is normally allowed to accommodate construction of additions to the existing home and relocation of the driveway File#: #12-3538 3520 North Shore Drive Meeting Date: 1-17-12 Staff/Guest Reporting: Sen Gozola, City Planner Summary: The applicant is proposing to place a major addition on the existing � legal nonconforming home at 3520 North Shore Drive. The proposed � , addition would expand living area within the dwelling and would � include an attached two-car garage. The existing driveway and entry point onto County Road 51 would be eliminated in favor of a new . driveway with an entry point on Baldur Park Road. To accomplish these goals,the applicant will need a 75'—250'zone hardcover variance to allow 30.4% hardcover where 25.8% currently elcists and 25%is normally allowed. Recommendation: • APPROVAL: Staff believes this proposal can meet all requirements for a variance as outlined in code provided a number of conditions are met. � • Template motions and recommended conditions of approval can be found on pages 7 & 8. List of Attachments: A) Property location map B) Staff Report&Recommendation � C) Engineering Review Letter � D) Existing Conditions Survey E) Proposed Conditions Survey • F) Submitted Hardcover Calculations G) Conceptual House Plans and Elevation Drawings H) Application/Plat Map/Property Owners List/Neighbor Acknowl. I) Practical Di�culty Statement J) Hennepin County Comments C:IDocun�eirt.c Un�l Settirigslm�aJ�ro�zlLocnl Settir�gslTemporary Irlternet FilcslGontenG0�1tlooklB23JEKZUIES--�.i?0 N Shore Driue 1-17-12.docr . , PC ExhibitA �r}� � : :�'; 1432. ;; ,: �- . s, - � � _ �, ,- 1435 E' , �. �. 3470 r ., '�' �„ � w `4 �_; �'�440�, � e z � "` '�444 ��` �'„ . .4428 y . t s . 1448 3490 � r4 s� ,�; ,. .'� ;� 2 ` 3470, � � � y, � - .tir \. ��f}�f• �•4 a� {�+ .a° �` �_ .� Y: <� s � ' "wr p�/� ,, �' /�� ,vr • � '(� .�d 4 :}�r fi� 4, �lf } ... f��—f .w`�V . -r �. � 'My�,; t , /� �r �� ,- p fr� +a � � �'utv {' :,t �..3 R:., �f Y� •IMe. �`� ., t �„k '` i 3480� , i, `` �t 4 �� , f� ? `��r . ��.t ..._ • . . - L , . f.+ 'd+:r � . �. ..�: y�,, �x - . r., ��. :` : �- . � :; �! 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Location within the Cety of Orono i . , PC Exhibit B � City of Orono Planning Department Variance Review To: ,Planning Commission � From: Ben Gozola, City Planner Meeting Date: 1-17-12 Applicant: #12-3538 John Paggen (Roberts Residential Remodeling Inc) . Owner: Colin&Anna Peters Location: 3520 North Shore Drive Zoning: LR-1C . ,... . ,ntr�oducto,. In o�m-atc:o�n: . .. - Proposed The applicant is proposing to place a major addition. on the existing legal � Project: nonconforming home at 3520 North Shore Drive. The proposed addition would expand living area within the dwelling and would include an attached two-car garage.. The existing driveway and entry point onto County Road 51 would be eliminated in favor of a new driveway with an entry point on Baldur Park Road. Variance The application requests the following: Request(s): A 75'—250' zone hardcover variance to allow 30.4%hardcover where 25.8%currently exists and 25%is normally allowed. Issues for • Does the proposal meet all code criteria to qualify for the requested hardcover Consideration: variance? • Does the commission find it necessary to impose conditions to mitigate potential V impacts to adjacent properties being created by the proposed addition and new driveway? • Are there any other issues or concerns with this application? Fi�di�n s` - : ,�_ . . . Site Data: Lot Size—approximately 13,864 square feet(0.32 acres) ■ 1,921 sq ft in zone[0'to 75 J, and 11,943 square feet in zone[75'to 250 J Existing Use—Single Family Dwelling Existing Zoning—LR-1 C (One Family Lakeshore Residential District) Property Identification Number(PID): 33-118-23-13-0019 . Filc>#: .12-3531i ljaf•iarrce Re>>iew;3520 Nor•th Shore Drit�e � Pdan�si�7.g Commission Repvr•t; I-.17-12 Comp Plan ■ The comprehensive plan guides this lot for low-medium density residential. Guidance: ■ On page 3B-24,the plan identifies the following goals related to lakeshore residential lots: � 0 The views and open space currently enjoyed by lakeshore property owners shall be protected. � The size of a house to be allowed on a lot shall be determined based on the size of the lot, as well as on the shape and topography of the lot. � The increase in massing of str•uctures on the lakeshore shall be limited. . ■ Because the proposed massing and location of the proposed addition are conforming to code requirements,we find the proposal is in line with the comprehensive plan. Shoreland I ■ The subject property IS within the shoreland district. The requested hardcover Issues: variance directly relates to the hardcover zones within the shoreland district. Hardcover ■ Proximity to two (2) separate lakeshores results in all land being within two Analysis: hardcover zones: [0' to 75'] and [75' to 250']. The proposed new driveway will encroach into the [0' to 75'] zone(184 sq ft),but such an encroachment is allowed by Section 78-1288(a)(1)(a). It should be noted that the applicants did reconfigure the driveway slightly to minimize intrusion into the [0' to 75'] zone as much as possible. ■ Hardcover within the [75' to 250'] zone(11,943 square feet) is limited to 25% of the zone area. ■ The existing hardcover was calculated to be at 25.8% of the zone o Existing hardcover is comprised of 929 sq ft of house, 1782 sq ft of driveway, 83 sq ft of sidewalk and 285 sq ft of deck; there is currently no garage on the property. ■ The proposed hardcover was calculated to be 30.4%of the zone(a 4.6%increase from the existing hardcover percentage). This increase is the result of the added garage and a significantly different arrangement of the hardcover as the property's driveway would be completely relocated off of the County Road on to a local roadway(Baldur Park Road). The revised driveway location does make sense given the garage must be oriented towards Baldur Park Road due to the location of the prominent lake shore(across North Shore Drive) and the narrow width of the lot. Building ■ Based on an overall lot size of 13,864,the maximum allowed building coverage ori Coverage: this lot is 2079 sq ft. (15% of the gross lot size). The proposed building coverage is 1960 sq ft which is conforming to the requirement. Page 2 File#: 12-3538 ' I�ar•iunce Review;3520 North Sl:t�rc°Dr•ii>e Plnnizirr.�Cor�rntission.Repvr-t; 1-.17-12 Flood Plain I ■ The proposed improvements are all outside of the floodplain for Lake Minnetonka. Issues: � " Building ■ The maximum height of structures in the LR-1C district is 2.5 stories which shall Height: not exceed 30 feet in height. � ■ The low profile home will be just under 26' tall from ground level to the tip of the roof, so it will be well within code allowances. Lakeshore ■ There are no lakeshore setback issues to address with this application. Nearby Setback lake shore is either fronting adjacent property, or is on the other side of North Analysis: Shore Drive. �lacation Revi-e»�: � , � Applicable Dwelling means a building or one or more portions of a building designed or intended � Code to be occupied exclusively for residence purposes, but not including rooms in motels, Definitions: hotels, nursing homes, boardinghouses, nor trailers, tents, cabins or trailer coaches. A dwelling shall not be interpreted to include lodging rooms. Hard cover means any structure, blacktop or other material which interferes to any degree with the direct absorption of rainfall into the ground. Primary ■ Section 78-1288(a)(1)(b)which dictates that hardcover within the 75' to 250' Applicable hardcover zone not exceed 25% of the land area within that zone. Codes: Variance By state statute, there are three definitive criteria that all variances must address: Review: consistency with the ordinance, consistency with the comprehensive plan, and the establishment of "practical difficulties." Staff s analysis of these criteria and the specific requirements listed in city code is as follows: (1) The request is in harmony with the general purposes and intent of this ordinance. ■ The request proposes to expand a residential structure in an orderly manner which protects light& air access for adjacent properties, and results in a � home conforming to bulk maximums. Staff believes this criteria is met. (2) The variance is consistent with the comprehensive plan. ■ The comprehensive plan supports reasonably sized and well placed homes in residential lake shore areas. Because the overall massing and location of the ' proposed addition are conforniing to code requirements,we find the proposal is in line with redevelopment anticipated by the comprehensive plan. Staff believes this criteria is met. . � Pcrge 3 FriE�#: r?-3s3t� Var�iance Review; 3.520 Nor•th Shnre Dr•il�e , Plcrrt�ting Corrt�reissiosa Repor•t; 1-17-.12 (3) The property owner in question proposes to use the property in a reasonable manner, however, the proposed use is not permitted by the official controls. ■ The property owner is seeking to expand the existing home into a size allowed by code. All expansion is proposed to be located in conforming � locations. Due to the width of the lot and the location of the primary lake shore across North Shore Drive,the only logical and viable location for a ' garage is off the rear of the existing home. In staff's opinion, the garage being proposed is as small as it can get and still be considered a two-car garage which is required by code, so the applicants are not seeking more hardcover than is necessary to comply with code with regards to the garage. In looking at the driveway, the closest access point to the proposed garage location is off of Baldur Park Road, so the proposed new driveway is a � reasonable proposal that will limit overall hardcover while simultaneously � eliminating an access point on to the County Road. Staff believes this criteria is met. (4) The plight of the landowner is due to circumstances unique to his property not created by the landowner. � ■ The existing property is a small cabin structure which does not currently have a garage. The current landowner was not the designer or builder of this original structure, and the proposal to increase living space and add a two- car garage would simply increase the structure size in a manner which is still ' conforming to building coverage and setback standards. Staff finds this set of facts to be unique, and we believe this criteria is met. (S) The variance, if granted, will not alter the essential character of the locality. ■ The lot will still be the locale for a single family dwelling which is consistent with all other surrounding uses. Inclusion of an attached garage will make this home more similar to its neighbors, and we did not identify any ways in which the addition would impact adjacent properties. Staff believes this criteria is met. (6) Economic considerations alone do not constitute practical difficulties. ■ The improvements are proposed to increase the livability of the home and to provide a garage which is an extremely common accessory structure/use for � a residential dwelling. The proposed changes do not appear to be proposed simply for economic gain. Accordingly, staff believes this criteria is met. (7) Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. T�ariances shall be granted for earth- sheltered construction as defined in Minn. Stat. �216C.06, subd. 2, when in harmony with this chapter. ■ Staff believes this criteria is not applicable to this request. Page 4 File#: 12-.iS38 Vcu•iunce Ret�ieu;3520 Nor•th Shorcr Drii�e Plnnrtzrr.�Corrarnissio�z Repor•t; I-17-12 . (8) The board or the council may not permit as a variance any use that is not permitted under this chapter for property in the zone where the affected person's land is Zocated. ■ Staff believes this criteria is not applicable to this request. (9) The board or council may permit as a variance the temporary use of a one- family dwelling as a two family dwelling. ■ Staff believes this criteria is not applicable to this request. (10) The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. ■ The narrow nature of this lot coupled with the location of the primary lakeshore across North Shore Drive is a unique circumstance for the few properties between Birch Road and the channel connecting North Arm to Crystal Bay. Homes in this area will seek to minimize garage frontage towards North Shore Drive in favor of windows,patios and decks. Unfortunately, such a configuration often leads to more hardcover than � � necessary as the driveway must wrap around the home to enter on to the County Road. The fact that this property has frontage on Baldur Park Rd is unique, and affords an opportunity to ensure this reconfiguration does not result in more hardcover than is currently considered to be on the property. Staff believes this criteria is met. (11) The conditions do not apply generally to other land or structures in the district in which the land is located. ■ The combination of duel nearby lakeshores resulting in no property outside � of the [75' to 250'] zone, the narrowness of the lot and the overall small lot size are a combination of facts not generally applicable to most properties in . the LR-1C zoning district. Staff believes this criteria is met. (12) The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. ■ City code dictates that staff assume hardcover for a two-car garage even when one is not present as the City understands that a future property owner will build the structure(it's not a matter of"if,"but rather a matter of "when"). Expanding the home in conforming locations to a mass which conforms to code and includes a two car garage is necessary for enjoyment of the property and granting of a right enjoyed by all other residents (a two car garage). The garage location and new driveway configuration are driven by the lot's shape and orientation with the lake. Staff believes this criteria is met. Pa�e 5 File#: 12-3538 Yariance Rc.�t�ie►v; 352p Nor•th Shore Drive . � , Plartrzi�ag Connnission Repor•t; l-.17-12 (13) 7'he granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter. ■ Staff did not identify anything in the request to suggest the proposed addition will impair the health, safety, comfort or morals of the community. Staff believes this criteria is met. (14) The granting of such variance will not merely sey-ve as a convenience to the � applicant, but is necessary to alleviate demonstrable difficulty. � ■ The requested variance is necessary to permit a lessening of overall hardcover and an expansion of the existing structure to a size and location which conforms to code requirements. Staff believes this criteria is met. VARIANCE RECOMMENDATION.• After reviewing all criteria in code, staff believes the variance should be approved with conditions. " Resident I ■ Staff is not aware of any resident concerns regarding this land use request. Concerns: Additional ■ The existing home is legal nonconforming to the western side yard setback. In Information: speaking with the applicant,he indicated the location, size, shape and volume of the existing home within the nonconforming area on the lot will not be changing (including the roof pitch). Any changes within the nonconforming area would require a variance, and such a request has not been reviewed in conjunction with this application. As a condition of approval,the applicant should be required to maintain all aspects of the legal nonconforming structure within the setback. � ■ The applicant would like to discuss with the commission the potential for a 140 square foot patio on the North Shore Drive side of the lot as part of the discussion on the 17th. The patio was not officially requested as the timing of the addition and driveway reconfiguration are critical and the applicant did not want any side requests potentially impacting the discussion. ■ Hennepin County has indicated support for relocation of the driveway from North Shore Drive to Baldur Park Road. Engineering Stantec reviewed the plans (dated 12-14-11) for the proposed house and grading plan Report for 3538 North Shore Drive, and had the following comments with regards to (Darren engineering matters: Amundsen): , ■ The proposed grading along the new addition and driveway, as well as the proposed garage elevation should be shown on.the plans. Pa.ge 6 Filc#:]2-3,53b' . l�at•iaraee Review,•3,520 Nor•tl:Shore Drivc Plannirr.�COY17772ZSSC077 RC'por•t; 1-17-12 • ■ The driveway removal should be used as an opportunity to better manage stormwater runoff within the property to the right of way. ■ A permit will be required from Hennepin County for work in the right-of-way. . ■ This project will disturb more than 100 CY of material. Sediment and erosion control information meeting the requirements of Orono's City Code 79-7(c)(2) must be submitted. The minimum $2000 sediment and erosion control financial security should be required of the owner for this permit. � .,. w .9._ . __ ... , � . ,., . . >, :: :., ,: �. _ _, . . ,Conclusron: � , „ : . . , . ' The applicant is seeking approval of a variance for overall hardcover within the [75' to 250'] zone to allow 30.4%hardcover where 25.8%currently exists and 25%is normally allowed. Options: The Planning Commission has the following options: A) RECOMMEND APPROVAL OF THE REQUESTED VARIANCE (based on the applicant's submittals and findings of fact). � B) RECOMMEND DENIAL OF THE REQUESTED VARIANCE (based on the applicant's submittals and findings of fact). C) TABLE THE ITEM and request additional information. ■ Based on an application date of 12-14-11,the 60-day review period for this application expires on 2-12-12. This.deadline can be extended an additional 60 days if more time is needed. Template Denial . "I move to recommend denial of the requested variance based on the Motion: following findings of fact:" (not recomnzended) . (provide findings to support your conclusion) Template Approval . "I move that we recommend Council approval the requested variance based Motion: on the findings of fact listed in the report analysis. Furthermore, the RECOMMENDED approval shall include the conditions listed within the staff report as may have been amended here tonight." Recommended 1. The applicant shall obtain all necessary permits and approvals from the City Conditions: and other applicable entities with jurisdiction prior to any construction. 2. Construction shall follow the survey and plans as submitted or as required to be updated by the City Engineer. , Page 7 File#: 12-353b' 1✓aj�iarzce Reui�v; 3,520 No�•th Shorc Driue Plaiirxin.g Com�nission Repvr•t; 1-17-12 3. The proposed grading along the new addition and driveway, as well as the proposed garage elevation, shall be shown on the plans submitted with the � building permit application. 4. The applicant shall work with the City engineer at the time of building permit review to implement better stormwater management in the area of driveway being removed. � 5. The applicant shall obtain a permit from Hennepin County for work in the right-of-way prior to issuance of the building permit. 6. Because this project will disturb more than 100 CY of material, sediment � and erosion control information meeting the requirements of Orono's City Code 79-7(c)(2) shall be submitted for engineering review. The minimum $2000 sediment and erosion control financial security shall be required of the owner for this permit. " 7. Because any change to the legal nonconforming portion of the structure would require a variance that has not been considered as part of this . . application, the applicant shall provide building permit plans which show the legal noriconforming portion of the home will not be expanding in any way. 8. The City Engineer shall have the option to inspect the property at the applicant's expense during the construction process to ensure on-going compliance with all engineering requirements. 9. The variance shall expire one year from the date of resolution; City Council approval will be required for any subsequent extension. cc: Colin &Anna Peters, Applicant John Paggen, Applicant's Representative � Page S � PC Exhibit C ;:t'` Stantec Consulting Services Inc. v 2335 Highway 36 West ° i St.Paul MN 55113 '�"�'�� Tel: (651)636-4600 � ` Fax:(651)636-1311 ^ Stantec January 9, 2012 Melanie Curtis � Planning &Zoning Coordinator e City of Orono Post Office Box 66 Crystal Bay, MN 55323 . , Re: 3520 North Shore Drive File No. 193800284.538 Plat No. 12-3538 Dear Melanie: �•.. We have reviewed the plans for the proposed house and grading plan for 3538 North Shore Drive.The plans are dated 12-14-11. We have the following comments with regards to engineering matters: • The proposed grading along the new addition and driveway,as well as the proposed garage , elevation should be shown on the plans. • The driveway removal should be used as an opportunity to better manage stormwater runoff within the property to the right of way. • A permit will be required from Hennepin County for work in the right-of-way. • This project will disturb more than 100 CY of material. Sediment and erosion control information . meeting the requirements of Orono's City Code 79-7(c)(2) must be submitted. The minimum $2000 sediment and erosion control financial security should be required of the owner for this permit. If you have any questions, please contact me at(651)604-4894 or darren.amundsen(cY�.stantec.com. Sincerely, Stantec � . � . _� Darren Amundsen cc: Chris Mattson , . 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Z . i � � O O � ' � F � !!• � I , �� \ nd(oftb W W � c r n ��i �� y '02� o �o �J J � , .— m i ° � m � r � � � � , � � Z � i l � / � � D ,.A � i � r �`� ��- r '�. � n � n . m x s � rr m PC Exhibit F HARDCOVER CAI,CULATiON WORKSHEEr SETBACKZONE; (CIRCLE ONE} �5� 78-250' 280•600' S00•1000' FXISTING HAROCOVER IN ZQN� A, House X = S,F. Lanpth Width X = S.F. . X - S:F. B. Garage x _ = S.F. C. Driveway x _ = S.F. ' x = S.F. D. Sidewalk x - S•�• ' x = S.F. E, PattolDeck x = ' S.F. x - S.F. F, Landscape x = S.F. Underlaln x • = S.F. By Plasf(c x = S.F. G. Retalning x = S.F. • Walls H,Other x ' = S:F. ' TOTAL.HARDCOVER:IN ZONE - O S.F. A TOTAL P�ROPERTY A�W ZONE - I� Z� S.F. B + g j 9 Z 1 x 100 = O °/a -- _._:.-- PROPOSED HARDCOVER W ZONE , � A. House x = �S.F.. ��r,otn wa�n X ' = S.F. x = S.F. B. Garage x - S.F. C. Oriveway x � - � S.�. x • = S.F. D. Sldewalk x = S.F. � X = S.F. E. PaEio/Deck x = S.F. X = S,F. F. Landscape x � = S.F. Undedain x = S•�• By Plastic x = S.F. • G. Retalning x = S.F. . Wails ' H.Other x = S.F. � � TOTAL NARDCOVER IN ZONE � - �I_��' S.F. A TOTAL PROPERTY HRE IN ZONE - 1,9Z� S,F, B q �' � g I��_,,.,,_ x 100 = `_�� % : ��:,��1�„? _ �. � � : ,,'t�;,..��" �� R.�G- ��(�, L�i� f� � ��r �J HARDCOVER CALCULATION WORKSHEET SETBACK ZONE;. .(CIRCLE ONE) 0-78` 6-260' 260-500' 600-1000' ' EXISTING HARDGOVER IN ZONE -. A. House X = 9 29 S.F. Length Wfdth � — S,F. � X , x = -� S.F. B. Garage - x = ~ S.F. � —�.— . C. Driveway, x _ _ �►7$Z S.F. � X = S.F. D. SidewalR x a _ �3 S.F. X = S.F. E. PatioiDeck x = ' 2g5 S.F. X _ S.F. F. Landscape x = S.F. Underlaln x = S.F. - By PlasQc x = S.F. G, Retaining - x = O S,F. • Walls � H.OEher x = O S,F. ' TOTAL HARDCOVER IN ZONE - � O7� S.F. A TOTAL PROPERTY AREA JN ZONE - S.F. 8 A � d7y + B I1,9�3 x too = s.� d °io PROPOSED HARDCOVER lN ZONE • EX�S��J��- X - 9Z9 s.F. A: House — - �� ►nt i'(f� /� X • w��n _ Ll� S S.F: ' X = S.F. B. Garage N�u/ x - ' = 6Q� s.F. . C. �riveway x , = 1►6� s.F. X = S.F. D. Sidewalk x = S.F. x = S.F. E. Pafio/Deck x _ - S.F. X _ S.F. F. Landscape x = • S.F. Underlain x - S.F. By Plasfic x = S.F, � G. Retalning x = S.F.. . Wails . H.Other x = S.F. � TOTAL HARDCOVER IN ZONE_ - 3 3� S.F. A T�TAL P�R�PER�+ �LIN ZONE - 1 ( � 13 S:F, �B ;� s ) � �9'-F3 x�oo = 3 0 �i3 °�o � ;�. .�� Z S°lo �� --��' _ . � /�thl 2�� N4, v�4� . � � �� a�-� �� .. � ; � � - ^ --------------�------------- PC Exhibit G i`'�. f � � :�� ,� ,�� i � ------- ------- I � 1 I � ! � � � � i i i I I � � i I � � , � � I i j I �------- t--------' I I . � I I ' I � � � I i i � � � � 1 I N � t t 1 { � { { i � � I � � • I 1 I � ( f � I . I ��s�rz• � � I � � t , i ( � � ----L— ------------- � I I �r ' � � ---�aae---- I I I � i I I ` � � '�� I ii I � � I :%� 1 I � � � — �, ,% I � I 1 I ' i � ,.;,, • � ......._. i ._l..• � � � � 1 ( ` ' ` � f � I I � `.._l.. I�� I � — � � i � F � --t I i. � „'�.,� � '� ! 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'°� of .: a - � �� 1> �I : � � � �. � F �� "� i {tu `� I r � jl 3p 1 �� '1 ' .t � 5 � ' �� +„� a�- � � '; i �� i � ��( nS 1 c�k' 2 -�'�x.7 ' _ � I r �'�'' 'a �� I � � �r `q��}; � I I �I { � I t ' i �C� �� S�'�4 ��.`-- �l �� 6 �t�- _.� tac��i�.�� . i � I.� ��i �� -; , �I t � — �� n� : � � • ' i 7�s�6 ��° i p� �i�., Ur - 4 r`� _ i � �� f �� r ,�f �, �y �Yj�� j � �((�L �u`'� ��I ' � l ' i�—� ,_ r =��r- L�° s� �A ' !t�'�i '�� I i .�. ��-a ' �° � � � J� � � ! �_ ��{ �_ �Jf • i ,'z-,� '� �C f �� , y�- �-'I�,L�`l , �i,i 'a � I � , ,ij I` J� , � _� I _R 7 ;�� r'��-y�,�' iL,�� ` iL. � 2.:._I ��.I ��s°a'. -m�� _ ° i � _ � - i I. II ' �,� �I tL ��i-_. .J��f .S' �r, i ,_` l: �.� . ��__. �t ��r. �.9 ` PC Exhibit H City of Orono Variance Application � Street Address: Application# �Z �'�JS�� Q� 2750 Kelley Parkway Date Received: I IT II Orono, MN 55356 � � ' Staff: �C�l.�N� Main: 952-249-4600 Fee: $700 � �+ fax: 952-249-4616 Renewal: $350 �'.�n �tii5' Mailing Address: After-the-fact: $1,400 Double Fee '�.q�E�o.g,w P.O. Box 66 Escrow Fee: $600/$2,500 Crystal Bay, MN 55323-0066 This application form must.be completed in full. Applicant will be nofified within 15 days as to the status of the application. Incomplete applications will not be placed on Planning Commission Agendas. � PROPERTY INFORMATION: �� y.� Z�� s��( Site Address: Uf h e L�''� .. Property Idenffication Number(PIN): , � � Date Property Acquired (month/year): � ❑ Yes, I own the adjacent parcels. Zoning District: (�� APPLICAN NFO MATION: (C•r�p�ete 1 gal n�mQS and ma �tal statu req4ired f each int rested p ) Name: , [ /G�.11/�'/ � �C)tl lJ1 C�I ; Phone(home): hone (wor ): - �3 • 3 Complete Address: � , ` I City, Stat �IP c.c�✓1StJc 1� Email: � Gt ,P � O� F�x: � � OWNER INFOR TION: (Co pl gal name nd m ital status re �re for each 'nt sted party�) f i� Name: O i►n ' t� �� ) �.S � ��`��'IU �GUw Phone(home): P one(work): Complete Address: � City, State IP Email: r1 � �'l Fax: t DESCRIPTlON OF REQUEST: I�escribe the request in detail (a ch additional sheets if necessary): • �J o f�1C i h Ito, � *,P r � ,11. � ,� + • ? �.- - � � �t c� v1 c � - � � � S r�'��l r�: r �. c i �'1 S � ��. L � , -P � - 12- RECEIVED � QE� 14�2011 crrv o� oRONo REQUIRED SUBMITTALS: All of the following informafion must be submitted by the appiication deadline date in order for your application to be processed. - O Escrow A reement si ned � � ❑ ❑ Pre- lication Form � � . ❑ Practi I Difficulties Documer�tation � � ❑ Surv� meetin ALL re uirements shown on a es 5-6 ❑ Hardcover Calculation s � ❑ Wetiand Delineation , ❑ Buffer im rovement Plan � � APPLICANT AND/OR OWNER: - � T • Agree to provide all infarmation 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 ' (ncurred in review of this application,and . Certify that ttie information supplied is true and,correct to the best of his/her knowledge. The applicarrt and owner recognize that they are solely responsible for submitting a comp{ete application being aware that upon failure to do so, the staff'has no aiternative but to reject it untii it is complete or to recommend the request for deniaF of the request regartlless 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 acknowiedge 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 schedu{ed meeting, � please make arrangements to have an authorized representative attend in place of the applicanUowner 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 class�ed by State law as i 3 either private or confidential. Private data is information which generaily cannot be given to the public but can ; be given to the subject of the data. Canfiden6al 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 govemmental agencies required by law. If you refuse to supply the ' information,the application rway not be' s � , � ` � ApplicanYs Signature: " f� C/ � ate: /� � ApplicanYs Signat�re:G�,�- -, te: :-1 Owner's Signature: ' ' , �� Date: Z. ��Z 1 r OwnePs Signature: . Date: /�-/>_// -13- � �ECEIVED : ' . _ _ D�C142011 C�N 4F QRONO •- Hennepin County Mailing Label Map Provided By:Taxpayer Services Department � / t`� (�� ,a �"� �i``� �� _ �,,'�`�7-23�.-�42 .�',� � (18) ��7� +x �:x,�F.'" , . � � � ��6� » '� '� �y � ,��. I so r "^ �� (1� � '�8 , � A� t'� f��` � '��' ,� ,. � �Q �. "� t Za' Sp ° �'!�. „��i� �.�-� �;�,° '"'' ` �27� 33) sa . �,"� ``� 't�'' ►�, -t , � �� ti°�" �` a� ca.a � : '� , � �.� �, ° �_ ��, �'`s. �jn1 � y �y 1 ��'��7 47 �g � � � r i` � ; .-� y$ . ':_ �F��. � 7 y :a �i' .�� '�Q �D � .�'.�P'� � `= r,�'� �5�;' V s �1' 'A (�,9� '� • `�o �, �� ;�� :'�3� _ ; ,�: �o"�' �� C1 �Yn '' ' $. �Q� '�Y �• �Y '.iti,�� r ` � 4 �:� �; ,•�cp,• � � � � � � � ; � � � � �� °'� � :^� � � �s �, -�'�� . t� ti tl,'�` �P, �* ��.��b ~ �, � ,`,N��;�� i Z� :y ' ', , m�R ��« k ''�'�� ':'� � � _; � ; g ��1� \�� ,`� . '' , � y �. ,�'�� ,,Y� �. 1 '� a -�4 i�� :.,� �"� �1 i!l .. •�� •'. , �5 � r,' q � � " l : � t �� '��l,�.d.'7.,,.Jt� /V}��y •� t� . �� 3�� 1� � '� rj �.� �1�� 'r{ ,• w��✓�A�. ; a� �' B�.4n,�7��ly�i ,� 4,: °:l��1 n=� �?: : k��K �a7�;�� t. �� ; : O,�y��, .,. � :..k � .R �g �~ QT � . i� �� • Q �St� . t ,� .� � � '�°.n l' ^i �4r-e .� '� ^ n�• ._ i �� F �.S .M�� Y - ,4.:. �`�� • �. *�� 7 �I i�'{ . � � � 4 e .� ��.� � '�.y >.i�� {}� •.4 i �. '.� •• _�f • T� ._ Y�....F.«.. ��»n.:�� e +•-.t e �,. i'^.Y�# �' ,�� ., '►: �,w�ti�' '.'� ., +xK .� '�^ ^^"""""'1 t'A �°�� . '" � t : � Y x'., !.;1iF`My b i� . � 4 � . ; b' • 'i� � ' � * , �f r 1 v� . � � � � � �r:, F�� y , 6 �'`„ e$ Q�,:s �� , 1 r' '� � - � �'' a 7 �1 9� '�D ,^.�':� � x�' ��, �e'�� .•+. *'` : S . �. t, 8 .�(1�-� � ;, � ^ t �',,� *' T�,.fi ..�,+r ,�� ^r . � �k +,, �h �,. � , � 1, , , � ` ``r�•��` �, , - ; . �:'` � �. •: �.t• , '; � '� r`'i .: _ _ FF S t: .. 4 r • � 4 ,:.. , ' + ' ". � �. �� , . '� j .=t ;� . �..;: �, .,. .«»•,�,«:�. ..:�•W,..�.-..-.r:, s:,,,M.. '.. 2�1, ` �;' y 't,r ��+�; : . `�� 3'�� , �� - ♦ _ For more information contact: Print Date: 12/7/201_1 �ap Legend: ° Hennepin County GIS Division 30o South 6th Street Map Stale: 1" = 144' Minneapolis,MN 55487 Buffer Size• 150 feet gis.info@co.hennepin.mn.us ' � Water �� Major Roads .. �� Park . �Vinor Roads . __� . Map Comments: ;___ _; Parcel �� 3520 NORTH SHORE DR � BuFFer Region w�'�� lORONO, MN . �� Selected Parcels +,r i ` � /LIN� ��5�� i.!';a iIENpEPlN� �� r �t�l � - EIVED _ D�� 14 2011 � I�. � CITY OF ORONO , Hennepin County Properly Map Print Page 1 of 1 Hennepin County Property Map -. Tax Year: 2011 The data contatned on thls page is derived from a wmpllatlon of records and maps and may contaln dlsvepancies that can only be dtsclosed by an aaurate survey performed by a Iicensed land surveyor.The perimeter and area(square footage and acres)are approximates and may contain discrepandes.The Infortnation on this page should be used for reference purposes only. Hennepin County does not guarantee the accurecy of material herein contained and is not responsible for any misuse or misrepresentation of this Information or Its derivatives. :.. N1 44� 9 n �F'' . v. . .. . 1-020` �: � '' g��r 9,, �.^%� 5460: '� : 1424 � _ � , ��• 1�� . �. i �r _ "',,,�4 1428 � '� ';' 3 .�:r..s�' �y.. �,�.r�. _ ,��. � � .1�.32 . d .- u' • �j4 i �^'>jµ:�M'� . 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" ",��,in � c i�- � � �p + ?°,�^`� r �::i � ,�`'.� ; �� 1 k��N „' ,�� ,"" � 34'918 y(' "3. - _it , ` � � Te�, �+, !�,, t�• � �y( 1Fiki . * .� ,�+'�'� c � �y, ~' y :� �1�,'� �' '�- a t _ �S" � . ' i . � ,�s K_. �� Y� �Y• -0 . �w'i.1�'H „ f 4 �6 :i' f �.(!� >S 3570 �',r, �''� °� "�, a �,�, � M,� a 1 �i .,_ ... ae" .,r�.�e,+�`'ia ,.?..�+ "t� ��.�510�`.� ^`w'S� u ,: £t ��, i ��4 a . �y�� ti�. ,�' � � � ::y �aR s�c.z'r ��4 , .. � �r J' + �<way�.��s a��?. K V'�•'�F Q°,(��'R , �r� ,.,y ��..k° �- � _ 'y x r+�'`x`�"'�,��''' 4`,�.! t �3b20 t �.:�'!lr' . 'i��.1s''��.. i,��F C.:: . r ' � � `Y' . fK ;. � �� ,r� �`�'�'� ,�� r ��,,.�� Y '�." 359 9y,� �� t+�', t"�� e r�^�:� � � � 95E0,�,. �' � 2'�,r��,K,`�°�!r �,1;�. `G� .�,,nf � s � ? ,,, £�'�',� �. s .r ,,,�: ..y � .,�i.y.� .� f F �u ,''7��a�r'"� � �r , �sk��°" r'.�" �, :3540..:.' Sf-r°`'�*�. ,,,. � Si��,t � 3r°�'�9�4J � '�'' ' ,y''* �"��i�� '�� S k°U�� b�� ;; �,,� , "�,,7�"''� �% a.r,�s •� �,�' �'�'" £es.�r:. '"�'. 'r r fi:�1��p �,:. ��„rr/'��}.�8 �,.�2 nv� . . ,,,�,,,:v++ �`�r''' ta;-, 3590 L. '�j�j0 y'x„s'�" r.�*'4355fl �� {�' rr� � �,. ,.- � � 5 � . � � : r � � � � s � Y.t �. k��' tr:.i,.� 'y.,,z .M �10 ��" 4g.� ,�' '¢�1"+.a k2 , M��`�'.'� � 'r''4 - �s..,.. �,�' r4.5F��'�: '�F�y,°R" _ +�,��,;S` �;57{f. c* . � " » � , ,. , m'ryc'"�;? .,�+ ... . . : :..,� �? �,� �; 3580, ' rt. ,. � i SeleCteCl PaCCeI Data ' Date Printed: 12/14/2011 10:03:12 AM f Parcel ID:08-117-23-43-0009 � Current Parcel Date: 12/3/2011 I Owner Name:C F PETERS&A L PETERS � � Parcel Address:3520 NORTH SHORE DR,ORONO,MN 55391 Property Type: RESIDENTIAL LAK Sale Price:$200,000.00 Homestead:HOMESTEAD Sale Date: 09/2000 . Area(sqft): 15124 Sale Code:WARRANTY DEED Area(acres):0.35 A-T-B:ABSTRACT p��'��D Market Total:$410,000.00 �T� � Tax Total:$4,202.68 DEC 14 Z 01� ' CITY OF ORONO � � . . http://gis.co.hennepin.mn.us/HCProperryMap/Locator.aspx 12/14/2011 � RUN DATE: 1217/2011 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIST) PAGE: 1 38 08-117-23 34 0013 38 08-117-23 34 0025 38 08-117-23 34 0028 R J ROHRER ET AL REGINALD A SPINDLER REGINALD A SPINDLER ]424 BALDUR PARK RD 38 ADDRESS LTNASSIGNED 38 ADDRESS UNASSIGNED R J ROHRER/D L S HUTCHINSON R A SPINDLER R A SPINDLER 1424 BALDUR PARK RD SPRING FARM SPRING FARM � WAYZATA MN 55391 8402 BURROUGHS RD W 8402 BURROUGHS RD W DEER PARK WA 99006 DEER PARK WA 99006 38 08-117-23 34 6055 38 08-117-23 34 0059 38 08-117-23 43 0002 - T C ANDERSON&I D ANDERSON THE HELI ROTH TRUST GEORGE W STTCKNEY ET AL 3550 NORTH SHORE DR 1428 BALDUR PARK RD 3490 BIRCH LA T C&I D ANDERSON GUENTHER ROTH GEORGE W S'IICKNEY 3550 NORTH SHORE DR 552 FERNDALE RD W JUDITH E OLIVERNS WAYZATA MN 55391 WAYZATA MN 55391 3490 BIRCH LA WAYZATA MN 55391 38 08-117-23 43 0003 38 08-117-23 43 0004 38 08-117-23 43 0005 J H&M R LAWRENCE P•J KAVENEY&L L KAVENEY J P BOHN&S D BOHN 1448 BALDUR PARK RD 1444 BALDUR PARK RD 1440 BALDUR PARK RD IAY H&MARLIS R LAWRENCE ' P J KAVENEY&L L KAVENEY JOHN&SUZANNE BOHN 1448 BALDUR PARK RD Y 1444 BALDUR PARK RD 6377 OXBOW BEND WAYZATA MN 55391 WAYZATA MN 55391 CHANHASSEN MN 55317 38 08-117-23 43 0006 - 38 08-117-23 43 0007 38 08-117-23 43 0008 JEFFREY PAUL MIKKELSON J G&M R NYQUIST M A LATTERNER/K M LATTERNER 1436 BALDUR PARK RD 1432 BALDUR PARK RD 3510 NORTH SHORE DR JEFFREY PAUL MIKKELSON JOHN G&MAUREEN R NYQUIST MICHAEL&KIMBERLY LATI'ERNER 1436 BALDUR PARK RD 1432 BALDUR PARK RD 3510 NORTH SHORE DR WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 08-117-23 43 0009 38 08-117-23 43 0010 38 08-117-23 43 0011 C F PETERS&A L PETERS G A ACKERMANN&A M MEHTA JAMES VICTORSEN 3520 NORTH SHORE DR 3530 NORTH SHORE DR 3540 NORTH SHORE DR ANNA L&COLIN F PETERS GERALD A ACKERMANN JAMES VICTORSEN 3520 NORTH SHORE DR 15166 WILD DUCK TR N W 2893 LAKESHORE AVE WAYZATA MN 55391 PRIOR LAKE MN 55372 MAPLE PLAIN MN 55359 38 08-117-23 43 0015 K H CARLSON&D L CARLSON 3498 NORTH SHORE DR KENTON H&DIANE L CARLSON 3498 NORTH SHORE DR WAYZATA MN 55391 I CERTIFY THAT THE FACTS REPRES RE �ACC,� AND TRUE RE�RESENT�I�QN OF INFORMATION • ! '� DATE�P��Spfy��QN BY� CO O ��HENAj / ' UNTY YER SERVI DEPARTMENT. �/ LU l < V / �� iECEIV�� DEC 14 2011 "� � ��'�aE oRONo Laser Labels � ; ; � Use3MTemplate ; ; � � � Compatible with Avery�5160�Template ' ' Feed Paper 3100 A,3100-B,or 3100-C ' ' .c F;'„d . 38 08-1]7-23 34 0013 . 38 08-117-23 34 0025 ' �M.' 38 08-117-23 34 0028 R J ROHRER/D L S HUTCAINSON R A SPII�IDLER R A SPINDLER . - 1424 BALDUR PARK RD ' SPRING FARM ;� SPRING FARM . � WAYZATA MN 55391 8402 BURROUGHS RD W �� 8402 BURROUGHS RD VJ . DEER PARK WA 99006 DEER PARK WA 99006 - , 38 OS-117-23 34 0055 38 08-I 17-23 34 0059 38 08-1]7-23 43 0002 T C&I D ANDERSON GUENTHER ROTH GEORGE W STICKNEY 3550 NORTH SHORE DR 552 FERNDALE RD W NDTfH E OLIVERIUS WAYZATA MN 55391 WAYZATA MN 55391 3490 BIRCH LA WAYZATA MN 55391 � 38 08-ll7-23 43 0003 38 08-117-23 43 0004 38 08-117-23 43 0005 F.+.� IAY H&MARLIS R LAWRENCE a ' P J KAVENEY B.L L KAVENEY !ry�; JOHN&SUZANNE BOHN , , 1448 BALDUR PARK RD +'� 14`44 BALDUR PARK RD �:�'� 6377 OXBOW BEND WAYZATA MN 55391 WAYZATA MN 55391 CHANHASSEN MN 55317 1 Y�.j ' ' . � 38 08-117-23 43 0006 38 08-117-23 43 0007 38 08-117-23 43 0008 JEFFREY PAUL MIKKELSON ' JOHN G&MAUREEN R NYQUIST MICHAEL&KIMBERLY LA'ITERNER ' 1436 BALDUR PARK RD 1432 BALDUR PARK RD 3510 NORTTI SHORE DR WAYZATA MN 55391 , WAYZATA MN 55391 WAYZATA MN 55391 . r . � 38 08-117-23 43 0009 38 08-117-23 43 0010 38 08-]17-23 43 0011 ANNA L&COLIN F PETERS � • GERALD A ACKERMANN JAMES VICTORSEN , 3520 NORTH SHORE DR 15166 WII.D DUCK TR N W 2893 LAKESHORE AVE , WAYZATA MN 55391 PRIOR LAKE MN 55372 p. MAPLE PLAIN MN 55359 F:� �;"! . ' ; �;°, �.r ' 38 08-117-23430015 ;�,. KENTON H&DIANE L CARLSON � 3498 NORTH SHORE DR WAYZATA MN 55391 � t ,ut ♦_ „Y , � .C' ' tl\�� . .,:; DEC 14 2011 ;y;:� -� ..,,, , K:. co-rv o� oROrvo Etiquettes laser � www.3M.com/labels , � � Compatible avec le gabarit 5160�de Avery� ; ; 1-800-395-1223 ; : � � i ADJACENT PROPERTY OWNER3'ACKNOWLEDGEMENT FORM , � ��,�� ji nn � t ke� 1 A��.�'�� i� 1��r-� 5h�cr-er D r i ve t.J�zc,.�c i [print name(s)] [print address] � have reviewed the plans for the proposed imprrnement or proposerl use of the property located at ' 3��src_�r..aEso referred to as Land Use Application No. I (we} understand that in executing this acknowledgertient, 1 (we)am (are) not asked to declare approval ar I disapproval of the proparty or use but merely to corrfirm for#he City Council that ! (we) am (are) aware of the � improvemertE plans and that the proposed neighbor's proJect or use requires Council approval. � , - ! to ( PropeRy Owner . Qate i i%�� i�� Z. l /O f 1 �. i Property Owner Date ,�..�..«�.........,M�. «�....f,.�.�,t..,...�,.«...,*...t.,t.t....«...t...*....,�....�«........t„�...� ��,�� -I'H- !I t c:`}��S�c.K/ of 3S�lG Jvc;�7�H>rfc� P�'r�G— � [print name(s}j [print address] have reviewed the lans for the proposed improvement or proposed use of tEie property focated at 3S'�i�'�a+-c��•also referred to as Land Use Application No. ! (we) understand that in executing this acknowfedgement, I (we)am (are) not asked ta declare approval or - disapproval of the property or use but mersly to con�rm for the City Council thaf I (we} am (are) aware of the improvement plans and that tF�e proposed neighbor`s project or use requlres Council approval. . � f ,� ��,��,�%�.e� /Z�/o�t J . Property Owner Date Property Owner Date � !f 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 OEfice at least 10 days prior to the scheduled meeting date. i�ECEIVED � -,a- D�C 1 � 2�;1 CITY OF ORONO V � PC Exhibit I PRACT.ICAL 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. 11l1ianesota State Statutes Section 462.357, Subdivision 6(2) requires that practical difficulties be demonstrated in order for a variance to be granted. The difficulties must be unique to the properly as variances run with the land and not the land owner. Personal and economic situations are not considered valid practical di�culties. In order for an application to be heard by the Planning Commission and City Council practical difficulties having merit must be demonstrated. HOW DO I PROVE A PRACTICAL DIFFICULTY? This fortn 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 fhese d�culties criteria as they relate to the request, if fhey do not apply, write,N/A in the �-� space provided: � �t 1. "The property owner proposes to use the property in a reasonable manner not permitted by the Zoning CJ��I �A 2. °The pligh f the I ndowner is du to circumstances uniq e to his p 9perty not creat by the nd r.° Tir/' � IS �� r �9�a � '� �`� . � 3. "T vat�ianc ,if r ted,will not alter the essqntial aracter of the locality.° � lk�o`l� �`�fr,iU c�s �v � ��ur� ,1 r�ta.T �rL.. ��r,Lh s1x� �.-��u� 4. °Economic considerations alone do not constitute practical difficulties if reasonable use for the property exists under t e terms of the Zoning Chapter.' �i�� 5. "Practical di�culties 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, Sectjon„116J.06, Subd.2,when in harmony with this Chapter." �� 6. °The Board of Appeals and Adjustments or the Council may not permit as a variance any use that is not � all��nder this Chapter for property in the zone where the affected person's land is located.� T RECEIV�D p�C 1 � 2q11 - 15- CITY OF ORONO 7. "The Board or Council may permit as a variance the temporary use of a one-family dwelling as a two=family �`t dwelling.° - . d�/�'. � 8. "The special conditions applying to the structure or land in question are peculiar to such property or immediately a joini ro rty." � N � � f' O� � o ' � 9. °Th�o�ditions do not apply generally to other land or structures in the district in which said land is located." �f_ ., 10. °The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applican � � iz° � �'S ' .�' � r o 0 11. "The granting of the proposed variance will not in any way impair health, safety, comfort, morals, or in any , other respect b contrary to the intent of the Zonipg Code.° �`�rr-�� • 12. "The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to ' alle iate demons r�ble diffi Ity." � !.-� � C v'y° G o� rT c� � Gl,v �d�-�-• Practical Difficulties Statement Should you feel the practical difficulties cannot fully be described in the above criteria, describe the practical difficulties preventing compliance with Zoning Ordinance requirements in the following lines (attach additional sheets i ecessary� � �5 / _ .�- Qcl/ c i or r r ' � �� . 15 �� ` d� Gc , � -� � � .-e �. � S. GU cb2' v fC� � l �s t^�s � � , � e� � �� 1��e � .� . �� - � r � � �. � � � � ' �� e � �� , �/ � .� .. G�! � � �,� PIECEIVED . _ DEC 14�2011 - 16- CITY OF ORONO � � � PC Exhibit J Melanie Curtis � From: Carolyn.Fackler@co.hennepin.mn.us Sent: Tuesday, December 27, 2011 12:11 PM To: Melanie Curtis Subject: Re: 3520 North Shore Drive Melanie, Thank you for the opportunity to make comments. We support the concept of taking the access off the County road system and bringing it off the local street system instead. As you know, eliminating a driveway feeding directly to the County system eliminates the conflict points inherent in utilizing the driveway. Having the driveway feed directly to the local street is safer because the ingress/egress maneuverings can be made on a lower speed/lower volume roadway. We do require that a permit is pulled for the driveway removal work. This is a no fee permit that can be applied for by either the homeowner or the homeowner's representative for the project at: https://roadpermits.co.hennepin.mn.us Let me know if you have any questions, or need something further from me on this issue. Carolyn Fackler, P.E. Permits Office Hennepin County Transportation � . 1600 Prairie Drive, Medina, MN 55340 Ph: 612-596-0336, Fax: 763-478-4002 carolvn.fackler(�a,co.hennepin.mn.us - From: Melanie Curtis<MCurtis(c�ci.orono.mn.us> To: "'Carolyn.Fackler@co.hennepin.mn.us'"<Carolvn.Fackler(a�co.hennepin.mn.us> ' Cc: 'Benjamin Gozola'<BGozola(")a mfra.com> Date: 12/23/2011 01:47 PM Subject: 3520 North Shore Drive , Carolyn In January the City will be reviewing a request from a property owner at 3520 North Shore Drive to relocate their driveway from North Shore Drive(CASH 51)to the rear of their property(Birch Lane). I was hoping to receive comments from you(if any)on this proposal by January 9`h as the Orono Planning Commission will be reviewing this and other issues on the property at their January 17th meeting. . I've attached the existing and proposed surveys for your reference. Thank you&happy holidays,Melanie Melanie Curtis Planning &Zoning Coordinator City of Orono 2750 Kelley Parkway , Orono, MN 55356 Direct Dial: 952.249.4627 Fax: 952.249.4616 Planning &Zoning�ce 952.249.4620 ' • 1 i. J. .,} �„ , H ! _ Orono Planning Commission Agenda Item Executive Summary Title of Item: VARIANCE & CUP REQUEST: Application for a lot area variance to authorize construction of a replacement home on a substandard lot in the RR-lA zoning district, and a conditional use permit to authorize land alteration activities to elevate and alter the existing natural grade. File #: 12-3539, 125 Turnham Road Meeting Date: 1-17-12 Staff/Guest Reporting: Ben Gozola, City Planner Summary: The applicant is seeking to introduce fill onto their property at 125 Turnham Road in preparation for coristruction of a replacement home on the site. The existing home on the property currently sits on a small one acre lot adjacent to a second one acre lot also owned by the applicants. Both lots will be combined to form a single two-acre lot which will still be nonconforming to code requirements. The requested variance will authorize the new larger lot for continued use by a single-family dwelling, and the requested land alteration CUP will authorize preparation of a building pad for a future home.,Engineering has reviewed the submitted grading plans, wetland delineation and wetland buffer plan, and has not identified any issues that cannot be addressed with conditions. Staff believes all CUP criteria for the land alteration CUP can also be met with conditions. Recommendation: • APPROVAL: Staff believes this proposal can meet all requirements for both the variance and conditional use permit provided a number of conditions are met. � • Template motions and recommended conditions of approval can be found on pages 11 & 12. List of Attachments: A) Property location map B) Staff Report&Recommendation . C) Engineering Review Memo D) Wetland Review Memo E) Grading Plan for the Proposed Fill F) Wetland Delineation Report and Buffer Planting Plan G) Existing Conditions Survey � H) Conceptual House Plans and Elevation Drawings 1) Zoning Code Sections 78-966 through 78-969 . J) Application K) Practical Di�culry Documentation Form and attachment � L) Property Owners Mailing List i ,�„�r;,,� r�,��t«�u��,r�.� �,�i'=rnii�r!�ri/�r�Ircc1!inrts- `:.iJ�'Ifirn`!'-;i;�)ri'? /�trrrlw��12ch i iu•r�rnrrc 1:;1--1,'� /iu°iziuuu l��wc; r� i-/—. .'',I�n�� ~ ��` PC Exhibit A � . � Turnham�Drive , , _ • _ . - ,_ . . , :. . . . : Luce�Line-Trai1 , . : , , . _ —�v�`, .. 1` �♦ . . . 3,x � `� � �` l , , . � .`�`. . . . . , .� . . • � . . . . . . � .o: � . - I 25 Turnham Drive � Orono, MN .�� :., _ A e ' � O� A� v,Y_ O �� O , ' ��S��.t � i s ..y?- �� , ,, �r-�- , � Q '� �Y: y '�' °� � G -9 �� ..�::� - �`�kEsxo� Locafion within the City of Orono _ �. i PC Exhibit B � City of Orono Planning Department Conditional Use Permit Review To: Planning Commission " From; Ben Gozola, City Planner Meeting Date: 1-17-11 Applicant: Anthony & Surya Rochel ' Owner.• Joy & Philip Asao Location: 125 Turnham Road ' Zoning: RR-lA _ , :- .; . . ,. . . , Introducto �I� .ormation . �; : , .- . � � Proposed The applicant is seeking to introduce fill onto their property at 125 Turnham Road in.. Project: preparation for construction of a replacement home on the site. Variance The application requests the following variance: Requests: A lot area variance to authorize construction of a replacement home on a substandard lot in the RR-lA zoning district. . CUP The application requests the following conditional use permit: Request(s): A conditional use permit to authorize land alteration activities to elevate and alter the existing natural grade. - General The existing home at 125 Turnham road sits on a small one acre lot adjacent to a Background: second one acre lot also owned by the applicants. Both lots will be combined following this process resulting in a single two-acre lot with an existing home. Issues for . Does the land area in question meet all code criteria to qualify for continued use Consideration: as a location for a single family home? • YVhat is the appropriate interpretation of the provisions contained in Article V. Conditional Uses; Division 3, Requirements for Specific Uses; Subdivision II, � Land Alteration? • Will the proposed fill result in any drainage impacts onto adjacent properties? • Will the proposed fill result in any damage to the large wetland on the site? • t. _� /�ile:=: I?-3?3�1 ` I'ut•i<<ru�e R�ti�ic;�r; 1?.i Tin•�7lacrr�r 2ncrc� I'lurrrrirr,Cn�nmiSSlUl7 R@j)(1!'!; !-!%-1? (cont.) • Will the proposed fill (and ultimate uses that could be placed atop such fill) be compatible with surrounding land uses? . • Are there any other issues or concerns with this application? Findin s Site Data: Lot Size—approximately 2.02 acres (87,991 square feet) Existing Use—Single Family Dwelling � Existing Zoning—One Family Rural Residential—5 Acres (RR-lA) Property Identification Number(PID): 31-118-23-43-0006 &31-118-23-43-0007 Comp Plan I ■ The comprehensive plan guides this lot for rural residential use. Guidance: Shoreland ■ The subject property is not within the shoreland district. Issues: I Flood Plain ■ The subject property is not within a floodplain. Issues: I ' Hardcover ■ The zoning code does not regulate hardcover on this property. - Analysis: l , A lication Review: � . . . . . ,.� Applicable Clean fill means all native soils as described in the Unified Soils Classification Code System. Organic, manmade and reprocessed materials, topsoil and rocks larger than Definitions: 0.25 cubic yard (2.9 feet diameter) shall not be considered clean fill. Primary ■ Section 78-72 (3) which states that residential lots of record not served by the Applicable public sanitary sewer system shall not be utilized for single-famiiy detached Codes: dwelling purposes without Council approval. ■ Section 78-966(a)(2) indicates that landowners must obtain a CUP from the City � prior to engaging in activities that include fill to elevate or alter the existing � natural grade. (cuiztintrccl nn Iltc� f�e.r!/xr�c�) , .�.uru�.,J/�/�;;�'�n:��s_'0�-=iu:urt a��,4;a?t•�i!... ?.i�'�iu•u I:,'r i,?�:;;_'� %trr�:nrnr, li,t,' i rr�'��n�n•ti li��/�-•!:� ft,rnh�uri�{:,��! r.'' i-i�- . . ,_ �17f��L' 7 i s � /�f'il. I�'11)�l . . . � �'n•i�r�r•ti l2��rc��r: 1'� I'ur•nl�:rnt lln��;l Planr�irl�C'n�rl�ni.��srri��Rc�f�nr�: 1-1,-1' Variance The variance being reviewed is: A lot area variance to authorize construction of a Review: replacement home on a substandard lot in the RR-lA zoning district. By state statute, there are three definitive criteria that all variances must address: consistency with the ordinance, consistency with the comprehensive plan, and the establishment of "practical difficulties." -Staff's analysis of these criteria and the specific requirements listed in city code is as follows: (1) The request is in harmony with the general purposes and intent of this ordinance. ■ The intent of the ordinance is to allow residential construction where appropriate. As there is already a home on this site, residential use is appropriate. Staff believes this criteria is met. (2) The variance is consistent with the comprehensive plan. ■ The site is guided for use by a single-family dwelling, and a new { replacement home would be consistent with the existing use. Staff believes this criteria is met. (3) The properry owner in question proposes to use the properry in a reasonable manner, however, the proposed use is not permitted by the official controls. ■ The property owner simply wishes to continue using the lot for the use which exists today, and only official controls indicate that Council approval must first be acquired. Staff believes this criteria is met. (4) The plight of the landowner is due to circumstances unique to his property not created by the landowner. . ■ The existing property owner was not responsible for the size of the existing lot. By combining this lot and an adjacent lot, the applicant is actually � bringing the lot into greater conformity with code. Staff believes this criteria is met. (5) The variance, if granted, will not alter the essential character of the locality. ■ The lot is currently being used as a single family home site and would continue to be used as such. Staff believes this criteria is met. (6) Economic considerations alone do not constitute practical diff culties. ■ The replacement of the existing home is being done to increase livability on the property, and is not being sought solely for economic benefit. Accordingly, staff believes this criteria is met. (7) Practical difficulties also 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 Minn. Stat. �216C.06, subd. 2, when in harmony with this chapter. ■ Staff believes this criteria is not applicable to this request. /:-%unrr.�,�1/al�(rc'rurun.c;O!_'=un�r�e ap��/icalroin-;r3�??�hrrr 12-3j i�)//??Turnhunt l2rll �n�'uruc�s'lie/�--1_'?7`urirhum Ruur! r_' !-I'- 1=�1�,�c �'�(>>E'j e .�. J71�• '' ' ,�-��.;�i � ari�rtt�•r ��rri��r: I?� l'u��r�huiri Rnrr�! . Plunniri,(�urrrmi.��sirn7 Rc�puri: 1-/--/' . (8) The board or the council may not permit as a variance any use that is not ' permitted under this chapter for property in the zone where the affected person's land is located. � , ■ Staff believes this criteria is not applicable to this request. (9) The board or council may permit as a variance the temporary use of a one- family dwelling as a two family dwelling, ■ Staff believes this criteria is not applicable to this request. , , (10) The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. ■ , The small size of the subject property, and the fact that it contains an existing single family dwelling, is unique to lands within the RR-lA zoning district. Staff believes this criteria is met. (11) The conditions do not apply generally to other land or structures in the district in which the land is located. ■ The facts on this lot do not apply generally.to other land or structures within � the RR-lA zoning district. Staff believes this criteria is met. (12) The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. ' ■ The existing home on the property has established a single-family residential use on this legal nonconforming property. State statutes protect this property . owners rights to maintain an existing legal nonconforming use, so granting of this variance is necessary to preserve a substantial property right of the applicant. Staff believes this criteria is met. (13) The granting of the proposed variance will not in any way impair health, safety, � comfort or morals, or in any other respect be contrary to the intent of this chapter. � ■ Staff did not identify anything in the request to suggest a replacement home would impair the health, safety, comfort or morals of the community. Staff believes this criteria is met. " (14) The granting of such variance will not merely serve as a convenience to the ' applicant, but is necessary to alleviate demonstrable difficulty. ■ The requested variance is necessary to permit the applicant to pursue a permit to authorize replacement of the existing home which is a common property right shared by all other landowners in the community. Staff believes this criteria is met. VARIANCE RECOMMENDATION: After reviewing all criteria in code, staff believes the variance should be approved. . / ',nitn.• i„r•i�,.u;i;,.. ;llj':rmtrit��{r>/i��lr��»•- ._. 1/�nr l:-tii�l�l_'7 im�t,''r.uult.�; i:rtvarnri�s Xc'/�- •'=? iin'�th�rm;t��u�('i' � � ,_., . , 1>�,,�- a L !� �'1�f"�: i�'.)?)�1 1',rrr,n��•r K��t�irir; l?? 1 tu•r�E�u�lt linur! I'lur�r�it{��C�nrnnrie.sir»r IZc�p�u'l: !-I,-1' Code Occasionally an"application will come forward that involves seldom used portions of Interpretation the code, which in turn generates questions on the "wording of the ordinance" vs. the Question: "assumed historical intent"of the ordinance. At question currently are the "Land Alteration" regulations outlined in Sections 78-966 through 78-969. The complete text of all four sections is attached to this report for reference by the Planning Commission. � The historic interpretation of these four provisions, when applied to the subject application, suggests the City must judge the proposed fill on whether it is truly necessary. In other words, we must ask ourselves whether the fill is being proposed simply to accommodate a specific architectural design for the home rather than to overcome issues making the area unbuildable. If analysis finds that options for construction currently exist without the fill, the request should generally be denied. A review of the wording within the ordinance,however, suggests this historic interpretation may be incorrect (or at the very least suggests this portion of the ordinance should be updated for clarity). The alternative reading of these four sections simply finds that the City has established "fill...to...elevate the existing natural grade" as a conditionally permitted use. When applied to the subject application, this interpretation suggests the City's responsibility is to judge the potential impacts of the proposed fill (including the potential eventual height of structures), but not give consideration to "why"the fill is being introduced. In other words, whether the fill is necessary or not,should•be of no concern to the City as the landowner should be free to determine the need; the City's only responsibility is to fully review the potential impacts of the desired fill, and onlv approve the changes if no impacts are identified. . Staff will walk the Planning Commission through both arguments more in-depth at the Planning Commission meeting to secure direction on the correct interpretation to be � used. For the pur�oses of the meetin�on the 17th this report follows the interpretation �enerated by the wordin�of the ordinance rather than usin�the historical interpretation. Doing so provides ample investigation of the potential impacts that could arise as a result of the proposed grading changes (which should be the focus . regardless of the code interpretation). This report does not take the historical next step of trying to analyze whether the fill is subjectively "necessaxy" from the City's perspective. CUP Review: By code, conditionally permitted uses must be reviewe�d using the criteria found in Section 78-916. On the basis of the application and the evidence submitted,the city must find that the proposed use at the proposed location is or will be: (1) Consistent with the community management plan; ' • The proposed use is both anticipated and supported by the comprehensive plan. Staff believes this criteria is met. ,% ,/nrirn��.lrplrcruir�iir'(1/'_rmrr�,e u��plicutronx-��53'1in•rr?1-3i i�J 11_'?!iu'�rfrrun 1�'c(1 �rrrtir��cc.c.Rc/�--1�j!tn•uhum/lo�n� r' !-!'- ;',inc•�• �p�L' J . .� 1•�ilc�`: i'-;i i�> I'uria��cc�Re�ric?�t�; 1?� Ttrrnhirr�t Rc�cn! Pluiurin�,C��nu�ti:�•sir»� /Zc�pori; !-1?-1' (cont). (2) Compliant with the zoning code, including any conditions imposed on specific uses as required by article V, division 3 of the Cily Code; • Article V, Division 3 of City Code requires the following: � . ' o Clean fill as defined in Section 78-1 must be used. . The applicant has indicated only clean fill will be used. As a condition of approval, staff would recommend that all fill used meet the City's definition of clean fill, and that engineering be allowed to inspect the fill prior to or while being deposited on the site. o Adequate plans shall be submitted showing all information as Council may require. All plans for the proposed fill have been provided to engineering for review and analysis. _All necessary information was provided and the analysis of such is conducted herein. • Provided all conditions herein are met, the proposed use appears to be in compliance with all general zoning code requiremerits. Staff believes this criteria is met. . (3) Adequately served by police,fire, roads, and stormwater management; • The proposed site is and will be adequately serviced by public services and stormwater facilities. Final details for stormwater drainage around a future home can be worked out at the time of building permit should there be a change to the proposed house location. Staff believes this criteria is met. (4) Provided with an adequate water supply and sewage disposal system; • The site will be serviced by private septic and well. The existing septic system is legal nonconforming, so its replacement will ultimately be a benefit to the property. As laid out, the applicant can accommodate the necessary primary and secondary systems in a conforming location should the home be _ replaced in the future. The requested grading will not impact the proposed septic sites. As a condition of approval, the applicant should be required to work with the engineer to install protection around the potential septic areas to insure they are not impacted and compacted during the fill activities. Staff believes this criteria is met. � (5) Not expected to generate excessive demand for public services at public cost; • The addition of fill onto the site will not have any impact on the demand for public services at public cost.�Staff believes this criteria is met. .. r'art:r:e� lrt�r•,��u.,n:f�,'.'_�m�i�e,�/>(�l�.tit!��:�a�- .._ 'drrit 1_'-.3::rJ�!_': i Nr'nhr�in ki1; :u��tl�c�:c!�c'/�°!'_�;I�l'u/t.un(�'��i�( i_' i-I - . , � �!!�P �> i. , J IIL��. i' 3:��% I .lr; r,r •. l•':•rr�•i, "� lurnit�»,� !r„ciJ • �';.;�1rr��f:, i'.,,rr,n��i•,ir l�',;�ft•1 1 t�•(' (cont). STAFF NOTE: CUP review criteria 6, 7 and 8 appear to be the most critical in terms of determining if/when fill added to a site is appropriate. . (6) Compatible with the surrounding area as the area is used both presently and as it is planned to be used in the future; • This criteria essentially asks whether the proposed new grade atop which structures may be built is appropriate given adjacent land uses and potential � uses on this site. • With regards to adjacent property, we do not believe the proposed grading change will have any impact on surrounding lands. Resulting drainage will remain on this property and flow into the large wetland to the north. The • resulting grade will allow for maximum structure heights on the property that are substantially similar to existing conditions, so we anticipate no impacts to light or air�on adjacent lands that couldn't already be anticipated given the . existing grades. Furthermore, with regards to the subject property, we find the proposed new grade provides for an adequate building pad elevated above the wetland to protect�t from potential flooding. Staff believes this criteria is met. (7) Consistent with the character of the surrounding area, unless a change of character is called for in the communiry management plan; • This criteria essentially asks whether the change in grade will have major impact on the look and feel of this property in relation to surrounding lands. • The proposed grade changes will tie into existing grades on adjacent property, and the on-site grade changes, while raising elevations, are not substantial enough to result in a building pad which is out-of-place amongst its surroundings. The most identifiable change to the area's character will be the removal of trees to accommodate the significant grading being proposed, but such tree removal is not prohibited and could be done absent this permit application. Finally, the proposed grading is being done to create a site better able to accommodate a home, which is the guided land use for this and the • surrounding properties, so the future use will be in-line with the character of � the area. Staff believes this criteria is met. (8) Compatible with the character of buildings and site improvements in the surrounding area, unless a change of character is called for in the communiry management plan; • This criteria essentially asks whether the future buildings will be compatible with buildings and other site improvements on adjacent lands. • The building pad being created by the proposed grading project will accommodate a home at an elevation that is compatible with adjacent lands. As any future home built on this lot would need to be conforming to size and height requirements, we find no reason to believe that the proposed grading will result in structures incompatible with the character of nearby lands. On the contraxy, the proposed grading will accommodate a home substantially similar to those in the surrounding vicinity. Staff believes this criteria is met. ! /�»ro�r� 1��;,.'��;u:��n.�'0!_'=n7111(��,��li�,ctlu,r�.� :.?;?'�hr•��'!_'-3+39 ll'? /'ur,ilun�t/«b f itrrinc•,•c Krry�--t'j r'urnli�rn�kn�d r_' 1-1�- �=�1��':• • Pll��(.' % �: � l r!t�, . 1_'-j?j�J I"uri�r�rcc•/�crricn�; 1?i Tu�v�ftailt Rucrcf P(unnif7gC'o��t�rti,��sro�a R�>pi�r(; l-1;-1' (cont). (9) Not expected to substantially impair the use and enjoyment of the property in the � area or have a materially adverse impact on the property values in the area when compared to the impairment or impact of generally permitted uses; • The use on the subject property will not be changing as a result of the proposed fill, so there should be no change in the,use and enjoyment of adjacent - properties. As tree removal is permitted should the land Qwner wish to do so, their removal as a component of the fill project is a generally permitted impact and not something unique to the proposed project. Staff believes this criteria ' is met. � (10)Provided with screening and buffering adequate to mitigate undesirable views . and activities likely to disturb surrounding uses; • The applicant is not proposing to conduct any activities atop the fill except for use of the regraded area as a potential home site. As residential structures are not required to be screened by code,we do not believe this criteria applies. �� (11)Not create a nuisance which generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, general unsightliness, or other means; • Except for the dust and noise which can be expected during any construction activity, staff has not identified any nuisances that will be created by the proposed fill. Engineering has reviewed the plans to ensure conformity with City standards, and has worked with the applicant to establish a wetland buffer establishment plan to address disturbed areas near the wetland, and to provide the wetland with better long term protection from stormwater runoff. Staff finds this criteria is met. (12)Not cause excessive non-residential traffic on residential streets, parking needs that cause a demonstrable inconvenience to adjoining properties, traffic congestion, or unsafe access; • With any fill project, concern must�be given to the timing of material transport and movement of dirt. Road restrictions must be adhered to, and the City may wish to give consideration to requiring an escrow to guard against damage to Turnham Road resulting from the truck traffic necessary to transport the � proposed fill. As a condition of approval, the applicant should be required to work with the City Engineer to establish acceptable hours of operation, and to document the route being used by trucks to bring fill to the site (if applicable). The City Engineer should perform an inspection of the roadways prior to and following completion of the work to.determine whether unnecessary impacts have occurred. With conditions, staff believes this criteria is met. . / /��runt� 1/apA�enruric_'11I--�n:ulL'�:t>/r/r�[l/luit�'-:.ii s'1/!I'R 1?:ii:�l il_'? lrur/r,rnt!i�l� �,rr•�,ni�t•t kcy�--!'� 7uruhdnr Kn.;�f i_' 1-!-. , . • , �(1�L' t� � � /�ilc�•": !_'—_i?_i�/ I"crt•i�ur:•c�R��vi��+•: 1?� I'iu�nl�am Rorr�l � _ � 1'r'c��7r7i�n:i'r,n�rrtis�iur� !Zt•/?r�rl I-1--1' (cont). (13)Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; � • Grading on this lot will have an environmental impact: many trees will be removed and grading near a large wetland will be occurring. However, the grading proposed is deemed by the applicant to be the minimum necessary to provide an ideal building pad for a future home. All trees being lost can legally be removed without the requested permit, so staff cannot treat their loss as an impact unique to the requested permit. Given the amount of fill proposed and its proximity to a large wetland on the site, the City's wetland buffer provisions were triggered. A complete wetland delineation report was . submitted along with a wetland buffer establishment plan. Engineering has reviewed all of the materials, and did not find reason to believe the proposed � grading changes would negatively impact the wetland. The proposed buffer should provide far better protection to the wetland than do existing conditions. Staff believes this criteria is met. . (14)All exterior lighting shall be so directed so as not to cast glare toward or onto the � public right-of-way or neighboring residential uses or districts; and • All lighting will be associated with a future residential structure. Staff believes this criteria is met. (IS)Not detrimental to the public health,public safety, or general welfare. • The applicant's plans do not appear to include any aspects that will be counter to public health, safety or welfare. Staff believes this criteria is met. C.U.P. RECOMMENDATION.• APPROVAL WITH CONDITIONS � Resident ■ A neighboring resident alerted staff to the presence of a culvert which runs Concerns: underneath the driveway in the vicinity of the large wetland to the north of the property. Their concern was that the existing culvert does not function properly . and should be fixed as a component of this project. As a condition of approval, staff would recommend that the City Engineer inspect the culvert in question and determine what improvement can/should be made in relation to the proposed project given that proper functioning of the culvert is necessary to maintain access to the proposed fill site. Additional I ■ None. Information: � . � � ;„iit;t_• i�?�,ti�,ir,r,�t,.'i);:_in7+riL.q��;lrrialr�uc- .s;r'fin-i� (_'-3�.i"J il_� /in•n.inur.?<tlr i�uc.ucrr K��/�•-/_'` irn•nft,:+r lra.rd �'_' i-��- !��i�,;� Jj�r��• c) ( .l j i�.' ��..�?i'J � J1'itll7��t' l�Nl'/l'll'. i�.) �11/'l7l1i1//1 �2(12li� I'lunr�i�r;;C'nntmi.��siui� IZcpar�; 1-1�-1? Engineering City Engineer Darren Amundsen and wetlands expert John Smyth, both from Stantec, , Report: reviewed the provided plan sets and provided the memo included within the packet. Their specific comments are as follows: • The Ciry may consider requiring the applicant to show in detail which trees will be removed with the project. • This project will disturb more than 100 CY of material. Sediment and erosion control information meeting the requirements of Orono's Ciry Code 79-7(c)(2) must be submitted. The minimum $2000 sediment and erosion control financial securiry should be required of the owner for this permit. • The proposed site improvements trigger the requirements of the City wetland code. The wetland classification map indicates one wetland is located within the property and is classified as a Manage 3 with a 16.5 foot buffer. ;�, • The proposed home location is located outside the setback of the buffer. The ;. portion of the buffer within the western half of the property has turf grass and fhe eastern half is wooded. • Buckthorn and turf found in the buffer are considered to be an undesirable plant species and are required to be removed from the buffer area. • Turf was also found within the wetland and will need to be removed. The areas where the turf is removed will need to be seeded or planted with native vegetation. A planting plan has been provided by the applicant and the seed mix proposed for the buffer is MnDOT mix 325. This mix contains predominately wetland species and the applicant may want to consider to use this mix in just the wetland and switch to an upland mix like MnDOT mix 350 for the buffer. � • The applicant will need to supplement the Management and Landscape Plan provided with the following.• � 1. Method proposed to be used to control buckthorn (MN DNR website source for options). 2. A schedule of activities that are part of the management and maintenance for the removal of buckthorn and the establishment of vegetation in the buffer. • Wetland Buffer Markers—It is recommended that at least two markers are placed at the upland boundary of the wetland buffer edge. Signage is available from the City and could be sold to the landowner. • It is recommended that all engineering items are addressed prior to approval. An escrow amount for,$ 3,000 is recommended to cover the cost of buffer development if not completed by the applicant and compliance checks. ,� i,;�;nx�� i,?1*r�..ir�,��:'711;_�mir�C��/�hrcrunru- :2i?7 drr�r 1?-3ii9�1'? lrrrrrf�au�Iidi l irrurnccc K�•/�--l�?itu•nitun�Rau�f r_' I-1'-' _�i,,.� ��[1��G' 1�1 � ; . f il:",; r �_;;i�� !��rr•i:�n:.' !�'c'rt<'+r; l'� I ul'ttlturtt Rt��,1 ' 1'lcnvnr�!:;C'��ru�r.�iccinn R��/�nr�. !-(�-1_' • (cont.) In summary, engineering finds the proposed plans are sufficient to recommend approval of the requested conditional use permit provided a number of conditions are met. Conclusion:�� . The applicant is seeking approval of a lot area variance to authorize construction of a replacement home on a substaridard lot in the RR-lA zoning district, and a conditional use permit to authorize land alteration activities to elevate and alter the existing natural grade. • Options: The Planning Commission has the following options: A) RECOMMEND APPROVAL OF THE REQUESTED VARIANCE AND/OR CONDITIONAL USE PERMIT(based on the applicant's submittals and findings of fact). . B) RECOMMEND DENIAL OF THE REQUESTED VARIANCE AND/OR CONDITIONAL USE PERMIT (based on the applicant's submittals and findings of fact). C) TABLE THE ITEMS and request additional information. ■ Based on an application date of 12-14-11, the 60-day review period for this application expires on 2-12-12. This deadline can be extended an additional , 60 days if more time is needed. Template Denial . "I move to recommend denial of the requested variance (and/or) conditional Motion: use permit based on the following findings of fact:" (not recommended) . (Py�ovide findings to support your conclusion) Template Approval . "I move that we recommend approval of the requested lot area variance and Motion: land alteration conditional use permit based on the findings of fact listed in RECOMMENDED the report analysis. Furthermore, the approval shall include the conditions listed within the staff report as may have been amended here tonight." Recommended 1. Both lots owned by the applicant shall be combined prior to any land Conditions: alteration activities occurring on the site. 2. All fill being used on the site shall meet the City's definition of clean fill. 3. The City Engineer shall be allowed to inspect any fill being brought to the site prior to it being deposited. � / .'unme Irphrc:t�r,its''fll�_�m.niL�r�q;lrra(:vr�,e-:.�?�'�Grii ?_'-3`?'1 r/'i lrrr�tfi�un kcfi tururrrca��•llr��-•l=? ltnnit,uu R,�.�d r: ;-!'- !�.r�,.,�� Pa�c� 1! ( I �'l�C'°�: j�-JJ)�� . f'cu�iz��tr�� Rrs�ic>>r: l?; Ttrrnl�irr�t Kn�rcl Plcrnrri»;("nmfr�issiv��R�pori; 1-l'-1? (cont.) 4. The applicant shall work with the City Engineer to locate and install protection around the potential septic areas to insure they are not impacted and compacted during the fill activities. 5. The applicant shall confirm with the City Engineer acceptable hours of operation, and provide documentation on the route being used by trucks to . bring fill to the site (if applicable). - 6. If fill is being brought to the site,the City Engineer shall inspect the roadways prior to and following completion of the work to determine whether unnecessary impacts have occurred. . 7. The applicant shall work with the City Engineer to determine what improvements must be made, if any,to the culvert under the driveway to ensure it functions properly and protects against damages to both this site and neighboring property, during and after construction. 8. Construction shall follow the survey and plans as submitted or as required to be updated by the City Engineer. 9. The conditional use permit shall expire one year from the date of resolution if the use is not established; City Council approval will be required for any subsequentextension. • cc: Anthony &Surya Rochel, Applicants , , . . t:r .�r:..�,. •;i., ,rrr•,.�..r,t:1��,itr�:u� . :e'�rtrr� 7�_,:i;'i�l:? 7rtriil�:��n:;�1i !��rt��nt�'c l�.'a�,_.f'i rr.ruit�:�rr li.��r�! t� %-! - . , �)(!`'C' �� PC Exhibit C �-- Stantec Consulting Services Inc. .�� 2335 Highway 36 West "`r',- St.Paul MN 55113 ��`�� Tel: (651)636-4600 Fax:(651)636-1311 Stantec � January 9, 2012 � J � Melanie Curtis Planning &Zoning Coordinator City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 125 Turnham Road � File No. 193800284.539 Plat No. 12-3539 Dear Melanie: We have reviewed the plans for the proposed house and grading plan for 125 Turnham Road.The plans are dated 12-11-11. We have the following comments with regards to engineering matters: • The City may consider requiring the applicant to show in detail which trees will be removed with the project. • This project will disturb more than 100 CY of material. Sediment and erosion control information meeting the requirements of Orono's City Code 79-7(c)(2) must be submitted. The minimum $2000 sediment and erosion control financial security should be required of the owner for this permit. • The attached memo from]ohn Smyth dated 1-9-12 addresses wetland bufFers on this project, If you have any questions, please contact me at(651) 604-4894 or darren.amundsen@stantec.com. Sincerely, � Stantec �` '�• � Darren Amundsen cc: Chris Mattson ►, ; PC Exhibit D Memorandum �Bonestroo 2335 Highway 36 W To: Darren Amundsen Projecr 125 Turnham Road Date: I/9/2012 Sc Paul,MH ss�l3 From: John Smyth ClienC City or Orono Tel 651-636-4600 Fu 651-636•1311 Ne: Wetland Bufter Ordinance fompliance File No: 193800285.539 www.bonesvao.com Remarks: The proposed site improvements trigger the requirements of the City wetland code. The wetland classification map indicates one wetland is located within the property and is classified as a Manage 3 with a 16.5 foot buffer. The proposed home location is located outside the setback of the buffer. The portion of the buffer within the western half of the property has turf grass and the eastern half is wooded. Buckthorn and turf found in the buffer are considered to be an undesirable plant species and are required to be removed from the buffer area. Turf was also found within the wetland and will need to be removed. The areas where the turt is removed will need to be seeded or planted with native vegetation. A planting plan has been provided by the applicant and the seed mix proposed for the buffer is MnDOT mix 325. This mix contains predominately wetland species and the applicant may want to consider to use this mix in just the wetland and switch to an upland mix like MnDOT mix 350 for the buffer. The applicant will need to supplement the Management and Landscape Plan provided with the following: 1. Method proposed to be used to control buckthorn (MN DNR website source for options). 2. A schedule of activities that are part of the management and maintenance for the removal of buckthorn and the establishment of vegetation in the buffer. Wetland Buffer Markers It is recommended that at least two markers are placed at the upland boundary of the wetland buffer edge. Signage is available from the City and could be sold to the landowner. Recommendations It is recommended that the items in this memo are addressed prior to approval. An escrow amount for$ 3,000 is recommended to cover the cost of buffer development if not completed by the applicant and compliance checks. f � ; ' PC Exhibit E N I R�CEIVED � w - i w E �� DEC 14 2011 � � � wEr ,' �ITY OF ORONO � � : s ' � , Q o � +� �i Z � sc�u� av r�r t rmxr,zo�r(»•x n'srr� � / i� � Q � / / � NOIES: / zrx�avc ra�-�� BU / l� 0 �avr�o� �ao' � / / /� C�j � REAR SEIBACK.• f00' � / � / � Q SfUE SETBAGG 50' �/ / / � LOT AREA:ZOl AC � /� / � SEE SLHVEY BY p7QVBfRG ASSOpA7E5 FOR QTSIANG LYNf7l710N5 ' � // �• QYLY 7REE5 6'QR CREA7ER W OlS7URBfD AREAS ffAVE BEEN SHONN i / �r——�/ � oa rE �,��,�� "�-n�' _ -�srw.sar r�t-rmae m sa�.asn�mmc�cnyn�.s � �� -�sat ro eE sme�m r�m s��ar,v�vc�uw rs�tncm�ar,a�vc I / - � –SIi�P AAD SALVAC££a7S1YlC DRIVEWAY AlxRECA7E � � /�� . –Tq°1B'A�SOK TO RELAAN UNLtiWPAC1ED MI BUfFER AREA i I � � � ` I - � 1 � �. � l ) � : �a�xFn�ns��x s9�s�� 1 / , AREA�lfPAC7ED BY A4/VEW./�518 a/ � AREA M177GA7ID FQR NIPACT• 656 sf I I /J �. _ � ��/ / / � PROPOSED � // � �� -_ i J� // /� � , EXlS11NG �� '� }� ,, � , � i ' � ' � . ,�% , _ � �T � � � � � • , i� . � ` ( ►E�D- ��,.� �I , tP�NF' ',— _ �� I // �m��€ � . � � � � � �9��— �� - �, �� ' N � . � ��g�� ; '�� > + ��$3 ` 1 ° � � � f i � z ; � .... �.._.sF�eacre.......................sso ti� �..... .................................. ......................... ......................................................................985 �U i............................................................. ............................................................................... .. ........PROPOSED HOUSE 980 Q �........................................................ ................................................9t5 �RAD/NC3 LE�END �............................................................_......... . ......................... g�o W ................... ......................... � EXISTING TWO FT. CONTOURS — - - —900— - - — . . . ......... ...............................................985 � EXlS77NG TEN FT. CONTOURS — - - —900— - - — �........................................................................APPROX....,WE7L'AND..Q fV'..............960 � �.............................................................. ..........................................................................955 PROPOSED TWO FT. CONTOURS n�^` � ......... ...... ................................_ ....................950 PROPOSED TEN FT. CONTOURS �........................_..................................... 945 ............. ................. .......... .................................................................................................................................................940 WETLAND BUFFER ky� . 70N A-A C�.O EXlST1NG 7REE o j � � , PC Exhibit F 125 Turnham Rd. Orono MN � Wetland Classification, Identification, �and Delineation Report A � Prepared for: Joy &Phillip Asao By: . Svoboda Ecological Resources Project Number 2011-015 August 15, 2011 The contents and format ofthis report aze considered intellectual property and ��',v�� are subject to copyright restrictions and may not be reproduced without the express permission of Svoboda Ecological Resources. , DEC14Z011 � ClTY OF ORONO � � � � ! J TABLE OF CONTENTS ABSTR.ACT.....................................................................................................................1 INTRODUCTION............................................................................................................1 1VIETHODS.......................................................................................................................1 RESULTS.........................................................................................................................2 DISCUSSION...................................................................................................................3 RECONIlViENDATIONS..................................................................................................4 CERTIFICATION...............................................................:.....................:......................5 DATASOURCES ............................................................................................................6 LITERA'I'tJRE CITED .....................................................................................................7 , � FIJLL FIGURE SET: ' � Figure 1: Location of Site Overlaid on USGS Topographic Map Figure 2: National Wetlands Inventory Figure 3: Web Soil Survey-Hennepin County - Figure 4: DNR-Protected Waters Map Figure 5: Approximate Wetland Boundary and Sample Transect Location THE TECHNICAL DOCUMENTATION SECTION: � Field Data Sheets � Plant Indicator Status Soil Series Data Wetland Definition PHOTO LOG � ��C�� DEC 14 20.11 �t�0�ORONO , � ; ABSTRACT Svoboda Ecological Resources (SER) visited the above referenced property on July 13, 2011 to examine the site for the presence of areas meeting wetland criteria. The study parcel is located within the City of Orono, Hennepin County Minnesota, (Figure 1). One wetland boundary was delineated at this site. One sample transect was established along the boundary in order to characterize the soil, vegetation, and existing hydrology within the wetland-to-upland transition zone. ' � INTRODUCTION � The subject area is made up of two parcels that total approximately 2 acres in size. A vacant � single-family home is present on the western parcel at its southwest corner and is dominated by grasses at the central portion with hardwood trees and wetland existing at its outer fringes. The eastern parcel is dominated by hardwood forest with wetland area encroaching from the north. The subject area, as a whole, has a moderately steep hill that declines at about 30 percent to tfie north toward the wetland area and levels out at its base. The surrounding land use consists mostly of single-famil}% homes on multi-acre lots. The identified wetland was 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 Please find within the Technical Documentation Section; field data sheets, plant indicator status information, soil survey information, and wetland definition information. METHODS The methods used to delineate the subject parcel are as described in the 1987 US Army Corps of Engineers Wetlands Delineation Manual and the 2010 Midwest Regional Supplement Manual. In the 1987 Manual, the methods used were described under the "routine" methods for wetland 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 original 87 Manual was created to address the many regional differences that affect wetlands and the delineation methods used throughout the country. The following explanations are passages from that document. "This Regional Supplement is part of a nationwide effort to address regional wetland characteristics and improve the accuracy and efficiency of wetland- Svoboda Ecological Resources 125 Turnham Road Project No.:2011-015 1 Philip&Joy Asao R�CEIi/ED DE� 14 2011 - CITY OF ORONO �' � � � � r � 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 Orono and Hennepin County maps (Figure 3), Minnesota Protected Waters maps (Figure 4), and 2010 aerial photographs were reviewed prior to the site visit to identify areas that may be wetlands. Areas illustrating evidence of wetland conditions were examined in greater detail during the field survey. Vegetation, soils and hydrology were examined (as outlined in the 1987 Manual) and `�' used to characterize wetland types and determine wetland boundaries. A sample transect was � established in a representative wetland-to-upland transition zone in order to characterize the vegetation, soils, and hydrology of the site. Transect consisted of a representative upland sample . point and a 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 in one or more of these criteria. Wetland classification followed methods described by Cowardin et al. (1979) and used in the NWI (e.g. PEMB, PSS1C, etc.), completed by the U.S. � Fish and Wildlife Service. The Circular 39 and Eggers and Reed classification systems are also given. The indicator status of plants, as described in the Technical Documentation Section, was determined using the National List of Plant Species That Occur in Wetlands —Region 3 (Sabine 1999). RESULTS Background Information-(Office-Sased Investigation) The NWI map (Mound Quadrangle) technically illustrates one PEMC National Wetland Inventory wetland partially present within the property boundary(Figure 2). The Web Soil Survey of Orono and Hennepin County classifies three mapped soil complexes present on the subject property (Figure 3). The Lester-Kilkenny complex was classified as non- hydric, while the Hamel, overwash-Hamel and Houghton and Muskego soils, depressional complexes were classified as hydric. Soil series descriptions are given in the Technical Svoboda Ecological Resources 125 Turnham Road ' Project No.:2011-015 2 Philip&Joy Asao ��i�i 19�8� `. � DEC142011 CITi Y OF ORONO �; � ; Documentation Section. The Minnesota. Department of Natural Resources, State Protected Waters Map (Public Water Inventory), indicates no Public Waters present within the property boundary(Figure 4). Site Visit SER ecologists examined the subject property for areas meeting jurisdictional wetland criteria during the site visit. One wetland meeting the jurisdictional criteria of a wetland, for which a boundary was determined and delineated, was flagged. The approximate wetland boundary is outlined in yellow (Figure 5). Wetland 1 consists of two areas that are connected but a culvert. The connecting area is called Wetland IA but exists as part of Wetland 1 as a whole given that they both exhibit the same wetland characteristics and are connected hydrologically. Wetland 1 is located at the northern edge of the properiy. Dominant vegetation within Wetland 1 was reed canary grass (Phalaris arundinacea, FACW) closer to the wetland edge, while broad- leaf cattail (Typha latifolia, OBL) and hummock sedge (Carex stricta, OBL) were observed further within the interior of the basin. The vegetation transition zone along Sample Transect 1-1 started with a dominance of Kentucky blue grass (Poa pratensis, FAC) at Sample Point (SP) 1-1 WET and several other hydrophytic and non-dominants equaling about 80 percent coverage, with the remaining area e�ibiting bare soil. The transition to upland yielded a greater dominance of Kentucky blue grass at 70 percent � along with other FAC and FACU non-dominants. Total coverage of vegetation was 92 percent at the upland point. Soils at SP 1-1 WET were black silty clay loam down to 13 inches with many prominent redox features (F6). From 13 to 25 inches the matrix color was the same as the above stratum without the redox features and with a change in texture to clay. Soils at SP 1-1 UP were black clay down to 26 inches without any redox or depletions present. A water table was noted at 10 inches below the soil surface at the wetland sample point along with saturation at the surface. Oxidized rhizospheres on living roots were also noted down`to 6 , inches below the surface. The upland sample point e�chibited no hydrology indicators. Wetland Type � SER delineated Wetland 1 as a Type 3,PEMC, Shallow Marsh wetland. 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 Svoboda Ecological Resources 125 Tumham Road Project No.:2011-015 3 Philip&Joy Asao RECEIVED DEC 14 2011 . CITY OF ORONO ,� � � � � r i indicators of wetland hydrology in each basin. The site visit portion of the wetland delineation �was completed on July 13, 201 l. SER personnel examined the subject property for areas meeting jurisdictional wetland criteria . during the site visit and delineated the edge of one basin as being jurisdictional wetland (Figure 5). Detailed soils, vegetation and hydrology data for Wetland 1 is provided in the data sheets of The Technical Documentation Section. RECOMMENDATIONS Activities which impact or potentially impact wetlands are currently regulated at several levels of government. In Minnesota, the two primary jurisdictions are covered at the state and federal levels by the provisions of the following legislative actions. ➢ State jurisdiction by the Wetland Conservation Act of 1991 (WCA) administered ` by the WCA Local Governmental Unit (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 o�cial until approved by a WCA approved local government unit (LGLn, SER advises the property owner/developer to refrain from any filling, draining, or excavating, or any impact to the area SER has delineated as wetland. No grading or filling in wetland basins should commence until all necessary permits have been obtained. Violation of wetland regulations has resulted in substantial civil and � criminal penalties. Local ordinances may regulate wetland modifications such as brush and tree removal and burning in addition to grading and filling. Depending on the location of the 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. 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 continuing activities. A WCA Sequencing form, a WCA and Army Corps of Engineers Replacement Plan Application form, and a DNR permit application are among the materials that you may be required to submit if impacts are proposed for the delineated wetlands. By initiating the permit process as soon as possible, potential costly delays to the project may be avoided. Svoboda Ecological Resources 125 Tumham Road Project No.:2011-015 t�. Philip&Joy Asao ��i�'v�� DEC 14 2011 � . CI�C?F ORONO , , CERTIFICATION . Brian Burgner completed the above-described delineation on July 13, 2011. This delineation was performed according to the procedures described by the US Army Corps of Engineers in the 1987 Wetlands Delineation Manual and the 2010 Midwest Region Supplement Wetland Delineation Manual. The delineation meets the standards and a criterion described in these manuals and conforms to the applicable standards and regulations in force at the time the delineation was completed. Report and graphics were prepared by Brian Burgner(Wetland Ecologist II) on this day, August 15, 2011. � Client: Phillip&Joy Asao Project Name: 125 Turnham . Project No.: 2011-015 • Location: Orono,Minnesota Ecologist II Wetland Delineator-Certified# 1124 ��-�--- d. �� President, Svoboda Ecological Resources August I5, 2011 Date Svoboda Ecological Resources 125 Tumham Road Project No.:2011-015 5 Philip&Joy Asao ��C�I M�� DEC 14 2011 �� CITY OF ORONO . i�'` �� i " . � t DATA SOURCES Minnesota Department of Natural Resources Protected Waters Inventory Map, Hennepin County. 1985,Revised 1996. United States Fish and Wildlife Service National Wetland Inventory Map—Mound Quadrangle. 1991. (Taken from May 1980 aerial photographs). USGS 1991-2010 Aerial Color Photos. Publicly Distributed Over the La.nd Management Information Center(LMIC) Website. '� USGS Quadrangle Map—Mound 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/HomePage.htm �:: � � Svoboda Ecological Resources 125 Tumham Road Project No.:2011-015 ( Philip&Joy Asao . �� ` - DEC 14 2011 . CBTY OF ORONO � � � � � LITERATURE REFERENCED Cowardin, L.M.,V. Carter, F.C. Golet, and R.T. La.Roe. 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 Manual. Technical Report Y-87-1, US Army Engineer Waterways Experiment Station, Vicksburg, Mississippi. Gleason, H.A. and A.C. Cronquist. 1991. Manual of Vascular Plants of Northeastern United States and Adjacent Canada. New York Botanical Garden,Bronx. 910pp. Sabine, B. J. 1999. National List of Plant Species that Occur in Wetlands:Region 3—North Central (Indiana, Illinois, Iowa, Michigan, Minnesota, Missouri, Wisconsin). Resource Management Group, Inc. 77pp. Shaw, S.P., and C.G. Fredine. 1956. Wetlands of the United States. U.S. Fish and Wildlife Service, Circular 39. 67pp. U.S. Army Corps of Engineers. 2010. Interim Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Midwest Region. ed.J.S. Wakeley,R.W. Lichvar, and C.V. Nobel. ERDC/EL TR-10-16. Vicksburg, MS: US Army Engineer Research and Development Center. 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CITY OF ORONO , 1 � � . � 0 Part of Sec. 31 " T118N, RZ3W.��+�� Wetland Boundary Map Figure 5 W E � 201� Overlaid on 2010 Aerial Image DEC 1 0 property Boundary � Sample Points �- Culvert y � Ci'i'Y OF ORONO Approximate Wedand Boundary � photo Points 2011-015 }`� o so ioo zoo 125 Turnham Road t,;�SVC�BC�DA ��.,.� �:r��: Ecologicat Resources Orono, MN ' • . � � � � � SOIL Sampling Point: SP 1-1 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 0-26 N 2.5/0 Clay *Type:C=Concentration,D=Depletion,RM=Reduced Matrix, MS=Masked Sand Grains. '*Location:PL=Pore Lining,M=Matrix Hydric Soil Indicators: Indicators for Problematic Hydric Soils: Histisol(A1) Sandy Gleyed Matrix(S4) Coast Prairie Redox(A16)(LRR K,L,R) Histic Epipedon(A2) Sandy Redox(S5) Dark Surface(S7)(LRR K,L) Black Histic(A3) Stripped Matrix(S6) 5 cm Mucky Peat or Peat(S3)(LRR K,L,R) Hydrogen Suifide(A4) Loamy Mucky Mineral(F1) Iron-Manganese Masses(F12)(LRR K,L,R) Stratified Layers(A5) Loamy Gleyed Matrix(F2) Very Shallow Dark SurFace(TF12) • 2 cm Muck(A10) Depleted Matrix(F3) Other(explain in remarks) Depleted Below Dark Surface(A11) Redox Dark Surface(F6) ::� Thick Dark Surface(Al2) Depleted Dark Surface(F7) *Indicators of hydrophytic vegetation and weltand Sandy Mucky Mineral(S1) Redox Depressions(F8) hydrology must be present,unless disturbed or 5 cm Mucky Peat or Peat(S3) problematic ' Restrictive Layer(if observed): , Type: Hydric soil presentl N Depth(inches): • . emar s: . HYDROLOGY Wetland Hydrology Indicators: Primarv Indicators(minimum of one is required;check all that apply) Secondarv Indicators(minimum of two required) Surface Water(A1) Aquatic Fauna(B13) Surtace Soil Cracks(B6) High Water Table(A2) True Aquatic Piants(B14) Drainage Pattems(610) Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Tabie(C2) Water Marks(B1) Obdized Rhizospheres on Living Roots Cra�sh Burrows(C8) � Sediment Deposfts(B2) (C3) Saturation Visible on Aerial Imagery(C9) Drift Deposits(63) Presence of Reduced Iron(C4) Stunted or Stressed Plards(D1) Algal Mat or Crust(B4) Recent Iron Reduction in Tilled Soils Geomorphic PosiGon(D2) Iron Deposits(85) (C6) FAC-Neutral Test(D5) Inundation Visible on Aerial Imagery(B7) Thin Muck Surface(C� Sparseiy Vegetated Concave Surface(BS) Gauge or Well Data(D9) Water-Stained Leaves(69) Other(E�lain in Remarks) ield bservations: Surface water present? Yes No X Depth(inches): Wetland Water table present? Yes No X Depth(inches): hydroiogy Saturation present? Yes No X Depth(inches): present? N (includes capillary fringe) Describe recorded data(stream gauge,monitoring weli,aerial photos,previous inspections),if available: emarks No water after observing borhole for��i�ni�s�. � US Army Corps of Engineers DEC � 4 ZO�1 Midwest Region CI7�f OF ORONO � • i i WETLAND DETERMINATION DATA FORM-Midwest Region Project/Site 125 Tumham Road City/County: Orono/Hennepin Sampling Date: 7-13-11 ApplicantlOwner. PHILIP R&JOY A ASAO State: MN 3ampling Point: SP 1-1 UP Investigator(s): BKB �ection,Township,Range: Sec.31,T118N,R23W Landform(hillslope,terrace,etc.): ' relatively flat � Local relief(concave,convex,none): none Slope(°/a): 1 Lat: 44.981 Long: 93.6324 Datum: NAD 83 Soil Map Unit Name Lester-Kilkenny complex JWI Classification: None Are climatiGhydrologic conditions of the site typical for this time of the year? Y (If no,explain in remarks) Are vegetation ,soil ,or hydrology significantly disturbed? Are"normal circumstances" � Are vegetation ,soil ,or hydrology naturally problematic? present? Yes SUMMARY OF FINDINGS (If needed,explain any answers in remarks.) Hydrophytic vegetation present? Y Hydric soil present? N Is the sampled area within a wetlar N Wetland hydrology present? N yes,optional wetland site ID: Remarks:(Explain altemative procedures here or in a separate report.) VEGETATION— Use scientific names of plants. Absolute t Indicator pominance Test Worksheet Tree Stratum (Plot size: ) ��Cover Species Staus Number of Dominant Species � • • that ar�OBL,FACW,or FAC: 1 (A) 2 Total Number of Dominant 3 _ Species Across all Strata: 1 (B) 4 Percent of Dominant Species 5 that are OBL,FACW,or FAC: 100.00% (A/B) 0 =Total Cover Saplinq/Shrub stratun (Plot size: ) Prevalence Index Worksheet � Total%Cover of: 2 OBL species 0 x 1 = 0 3 FACW species 0 x 2= 0 4 _ FAC species SO x 3= 240 5 FACU species 12 x 4= 48 0 =Total Cover UPL species 0 x 5= 0 Herb stratum (Plot size: ) Column totals 92 (A) 288 (B) 1 Poa pratensis 70 Y FAC Prevalence Index=B/A= 3.13 2 Plantago major 10 N FAC 3 Glechoma hederacea 10 N FACU Hydrophytic Vegetation Indicators: 4 Taraxacum officinale 2 N FACU Rapid test for hydrophytic vegetation 5 X Dominance test is>50% g Prevalence index is<_3.0* 7 Morphogical adaptations*(provide g . supporting data in Remarks or on a g separate sheet) 10 Problematic hydrophytic vegetation' 92 =Total Cover (explain) WOOdV Vlne Stf2tUm (PIOt SiZ2: ) •Indicators of hydric sdl and wetland hydrology must be � � present,unless disturbed or problematic 2 y rop ic 0 =Total Cover vegetation � present? Y Remarks:(Include photo numbers here or on a separate sheet) . US Amy Corps of Engineers DEC � 4 Z011 Midwest Region �I�O�ORON� 1 y WETLAND DETERMINATION DATA FORM-Midwest Region ProjecUSite 125 Tumham Road City/County: Orono/Hennepin Sampling Date: 7-13-11 Applicant/Owner: PHILIP R&JOYAASAO State: MN 3ampling Point: SP 1-1 WET Investigato�(s): BKB �ection,Township,Range: Sec.31,T118N,R23W Landform(hilislope,terrace,etc.): toeslope Local relief(concave,convex,none): concave Slope(%): 0.5 Lat: 44.981 Long: 93.6324 Datum: NAD 83 Soil Map Unit NameLester-Kilkenny complex JWI Classification: None Are climatic/hydrologic conditions of the site typical for this time of the year'? Y (If no,explain in remarks) Are vegetation ,soil ,or hydrology significantly disturbed? Are"normal circumstances" Are vegetation ,soil ,or hydrology naturally problematic? present? Yes SUMMARY OF FINDINGS (If needed,explain any answers in remarks.) Hydrophytic vegetation present? Y Hydric soil present? Y Is the sampled area within a wetlar Y Wetland hydrology present? Y yes,optional wetland site ID: Remarks:(Explain altemative procedures here or in a separate report.) VEGETATION-- Use scientific names of plants. Absolute t Indicator pominance Test Worksheet Tree Stratum (Plot size: ) %Cover Species Staus Number of Dominant Species 1 sp� that are OBL,FACW,or FAC: 1 (A) =� 2 Totai Number of Dominant 3 Species Across all Strata: 1 (B) 4 Percent of Dominant Species 5 that are OBL,FACW,or FAC: 100.00% (A/B) 0 =Total Cover Saplinq/Shrub stratun (Plot size: ) Prevalence Index Worksheet • 1 Total%Cover of: 2 OBL species 10 x 1 = 10 3 FACW species 20 x 2= 40 4 FAC species 50 x 3= 150 5 FACU species 0 x 4= 0 0 =Total Cover UPL species 0 x 5= 0 Herb stratum (Plot size: ) , Column totals 80 (A) 200 (B) 1 Poa pratensis 45 Y FAC Prevalence Index=B/A= 2.50 2 Carex lacustris 10 N OBL 3 Phalaris arondinacea 10 N FACW Hydrophytic Vegetation Indicators: 4 Impatiens capensis 10 N FACW Rapid test for hydrophytic vegetation 5 Plantago major 5 N FAC X Dominance test is>50% 6 X Prevalence index is<_3.0* � Morphogical adaptations*(provide 8 supporting data in Remarks or on a 9 separate sheet) 10 Problematic hydrophytic vegetation* 80 =Total Cover (explain) WOOdV VIf12 Stf2tUm (PIOt SIZe: ) . 'Indicators of hydric soil and wetland hydrotogy must be � present,unless disturbed or problemafic 2 y rop y �c � 0 =Total Cover vegetation ^ present? � Y Remarks:(Include photo numbers here or on a separate sheet) US Amy Corps of Engineers DEC 1 4 Z O�1 n�idwest Region �IT1(OF ORONO / ( SOIL Sampiing Point: SP 1-1 WET Proflle 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 0-6 N 2.5/0 85 5YR 4/3 15 C PUM Silty Clay Loam 6-13 N 2.5/0 90 5YR 4/3 10 C M Silty Clay Loam 13-25 N 2.5/0 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 Shaltow Da�k Surface(TF12) � 2 cm Muck(A10) Depleted Matrix(F3) _Other(explain in remarks) Depleted Beiow Dark Surface(A11) X Redox Dark Surface(F6) Thick Dark SurFace(Al2) Depleted Dark S�rface(F7) "Indicators of hydrophytic vegetafion and weltand ° Sandy Mucky Mineral(S1) Redox Depressions(FS) hydrology must be present,unless disturbed or 5 cm Mucky Peat or Peat(S3) problematic Restrictive Layer(if observed): • � Type: Hydric soil present? Y Depth(inches): emarks: � HYDROLOGY Wetland Hydrology Indicators: PrimaN Indicators(minimum of one is required:check all that applv) • Secondarv indicators(minimum of two requiredl Surface Water(A1) Aquatic Fauna(613) Surtace Soil Cracks(B6) High Water Table(A2) True Aquatic Plants(B14) Drainage Pattems(610) X Saturation(A3) Hydrogen Sulfide Odor(C1) Dry-Season Water Table(C2) Water Marks(61) O�adized Rhizospheres on Living Roots Cra�sh Burrows(C8) Sediment Deposits(62) X (C3) Saturation Visible on Aerial Imagery(C9) Drift Deposits(83) Presence of Reduced Iron(C4) Stur�ed or Stressed Plants(D1) Algal Mat or Crust(84) Recent Iron Reduction in Tilled Soils �Geomorphic Position(D2) iran Deposits(65) (C6) X FAC-Neutral Test(D5) Inundation�sible on Aeriai Imagery(B'� Thin Muck Surtace(C7) Sparsely Vegetated Concave Surtace(B8) Gauge or Well Data(D9) Water-Stained Leaves(69) Other(E�lain in Remarks) ield bservations: Surface water present? Yes No X Depth(inches): Wetland Water table present? Yes —� No Depth(inches): 10 hydrology Saturation present? Yes X No Depth(inches): su ace present? Y (includes capillary fringe) Describe recorded data(stream gauge,monitoring well,aerial photos,previous inspections),if available: emarks: No water after observing borhole�r��„[ly�� 6 US Army Corps of Engineers QEC � 4 2O�� Midwest Region , CB�'OF ORONO ' THE TECHNICAL DOCUMENTATION SECTION Plant Indicator Status arr QEC 14 2011 CII�OF ORON� � � ! � INDICATOR CATEGORIES� Obligate Wetland (OBL)—Occur almost always (estimated probability>99%) under natural conditions in wetlands. • ' Facultative Wetland (FACV�—Usually occur in wetlands (estimated probabi[ity 67%-99%), ` but occasionally found in non-wetlands. � Facultative(FAC)—Equally likely to occur in wetlands or non-wetlands (estimated proba6i[ity 34%- 66%). Facultative Upland (FACin—Usually occur in non-wetlands (estimated probability 67%- 99%), but occasionally found in wetlands (estimated probability 1%-33%). ,z, " 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. . ... R�C�B9fED DEC 14 2011 � �!�'�F ORONO 1 � THE TECHNICAL DOCUMENTATION SECTION Soil Series Descriptions Acquired from Natural Resource Conservation Service Website,Official Soil Series Descriptions �� DEC 14 2011 �II�Y OF ORONO , � KILKENNY SERIE S � The Kilkenny series consists of very deep, moderately well drained soils that formed in a mantle of clayey glacial till or flow till and underlying loamy glacial till on moraines. These soils have moderately slow permeability. Their slopes range from 2 to 35 percent. � The mean annual precipitation is about 28 inches. Mean annual air temperature is about 48 degrees F. . TAXONOMIC CLASS: Fine, smectitic, mesic Oxyaquic Vertic Hapludalfs TYPICAL PEDON: Kilkenny clay loam with a 15 percent linear sideslope on a glacial moraine in a pastured field. (Colors are for moist soil unless otherwise noted.) Ap--O to 9 inches;very dark brown (lOYR 2/2) clay loam, dark grayish brown (lOYR 4/2)dry;weak fine granular structure; friable; common very fine roots; about 2 percent gravel; moderately acid (pH 5.6);abrupt smooth boundayr. (6 to 10 inches thick) �`� Btl--9 to 19 inches;brown(lOYR 4/3) silty clay loam;moderately medium`subangular blocky structure parting to moderately fine subangular blocky; firm; common fine and very fine roots; few distinct very dark brown (lOYR 2/2)clay films on faces of peds; about 3 percent b avel; strongly acid; gradual wavy boundary. Bt2--19 to 38 inches;brown (l OYR 4/3) clay loam;moderate medium prismatic structure parting to moderate medium subangular blocky; firm;common very fine roots; common distinct very dark brown (lOYR 2/2) clay films on faces of peds; about 5 percent gravel; strongly acid; gradual wavy boundary. St3--38 to 53 inches; brown (lOYR 4/3) clay loam;weak medium subangular blocky structure parting to weak fine subangular blocky; firm; common distict very dark brown (lOYR 2/2) clay films on faces of peds; about 5 percent gravel; few fine distict brown (7.SYR 4/4)Fe concentrations;moderately acid; gradual smooth boundary. (Combined thickness of the Bt horizons is 20 to 40 inches.) 2BC--53 to 65 inches; light olive brown (2.SY 5/4) loam;weak fine subangular blocky structure; few distinct dark brown(lOYR 3/3) clay films on faces of peds; friable; about 8 percent gravel; about 2 percent cobbles; few fine distinct brown(7.SYR 4/4) Fe deletions; slightly effervescent; slightly alkaline; gradual wavy boundary. 2C--65 to 80 inches; light olive brown (2.SY 5/4) loam;massive; friable; few � concentrations of light gray(2.SY 7/2) calcium carbonates in pores;brown (7.SYR 4/4) soft masses of iron-manganese in nodules; about 8 percent gravel; about 2 percent cobbles; common medium prominent dark yellowish brown(lOYR 4/6)Fe concentrations and common medium distinct gray(2.SY 5/l)Fe depletions; strongly effervescent; moderately alkaline. TYPE LOCATION: Le Sueur County, Minnesota; about 3 miles west and 3 miles south of Montgomery; about 300 feet east and 800 feet north of the southwest corner of Sec. ��C�p✓�@� � . DEC 14 2011 . C6�O� ORONO ' 19, T.111N.,R.23W.; USGS Montgomery quadrangle; lat.44 degrees 24 minutes 3 seconds N., and long. 93 degrees 38 minutes 41 seconds W.,NAD 27. RANGE IN CHARACTERISTICS: Depth to free carbonates range from 20 to 60 inches. Gravel of mixed lithology, but dominated by shale fragments,typically make up 2 � to 8 percent of the volume of the series control section,but the upper part of the profile in some pedons contains less than 2 percent gravel.Rounded shale fragments dominate the coarse sand fraction. Soil saturation occurs above a depth of 40 inches in 6 out of 10 years. The Ap or A horizon has hue of lOYR, value of 2 or 3 and chroma of 1 or 2. It is clay loam, silty clay loam, loam or silt loam. The reaction is moderately acid to neutral. Some pedons have a thin E horizon. The Bt horizon has hue of lOYR or 2.SY, value of 4 or 5, and chroma of 3 to 5. Faint to prominent Fe concentrations and depletions commonly are above a depth of 40 inches. Redox depletions do not occur in the upper 10 inches of this horizon. The upper 20 inches of the Bt horizon typically contains 35 to 45 percent clay. B/A clay ratios are 1.2 �. to 1.4. The Bt horizon is clay loam, silty clay loam, or clay.The reaction strongly acid to neutral. The 2BC horizon has properties similar to the 2C horizon. Some pedons have a 2BK horizon. The 2C horizon has hue of lOYR or 2.SY,value of 4 or 5, and chroma of 2 to 5. It is clay loam or loam. The reaction is slightly alkaline or moderately alkaline. COMPETING SERIES: There are no competing series. GEOGRAPHIC SETTING: Kilkenny soils have plane and convex slopes on gently sloping to steep end moraines of the Des Moines lobe of the Late Wisconsinan glaciation. � Their slopes range from 2 to 35 percent. They formed in a mantle of clayey glacial till or flow till and underlying loamy glacial till on moraines.Mean annual temperature ranges from 45 to 52 degrees F. Mean annual precipitation is about 25 to 32 inches.Frost-free days range from 145 to 175.Elevation above sea level ranges from 800 to 1500 feet. GEOGRAPHICALLY ASSOCIATED SOILS: These are the Glencoe, Lerdal,Lester, Le Sueur, Lura,Mazaska., and Shields series. The very poorly drained Glencoe and Lura soils are in the lower lying drainageways and depressions.The somewhat poorly drained Lerdal soils are on gently sloping to moderately steep areas. Shields soils are poorly drained, and are on slightly elevated flats. Mazaska soils are poorly drained, and are on slightly elevated flats and swales above or within areas of Kilkenny soils.Also, the well drained Lester soils and the moderately well drained Le Sueur soils are associated in a few areas. DRAINAGE AND PERMEABILITY: Moderately well drained. Permeability is moderately slow. Runoff is medium to very high:A perched seasonal high water table occurs at depths of 2.5 to 4.0 feet during the period April, May, and June in normal years. ��I�� DEC 14 2011 CITI(OF ORONO , USE AND VEGETATION: Most of these soils are cropped to corn, grain, hay, and � soybeans. Some areas are used for pasture and some are forested.Native vegetation is mixed prairie and forest species. DISTRIBUTION AND EXTENT: South central Minnesota and north-central Iowa. The � series is of moderate extent. MLRA OFFICE RESPONSIBLE: St. Paul, Minnesota SERIES ESTABLISHED: Waseca County,Minnesota, 1963. REMARKS: Diagnostic horizons and features recognized in this pedon are: Ochric epipedon -the zone from the soil surface to a depth of 9 inches(Ap horizon);Argillic horizon-the zone from 9 to 53 inches (Btl, Bt2, Bt3 horizons); Oxyaquic subgroup � based on saturation above a depth of 40 inches; Vertic subgroup based on more than 6 cm of COLE in upper 40 inches. Water table studies and field observations have verified a perched condition in most years,particularly in periods of extended rainfall. x= ADDITIONAL DATA: Soil Interpretation Record number MN0376. r= � �� DEC 14 2011 � �9�' OF ORONO . 1 , . LESTER SERIES The Lester series consists of very deep,well drained soils that formed in calcareous loamy glacial till on till plains and moraines.These soils have moderate permeability.Their slopes range from 5 to 70 percent. Mean annual precipitation is about 28 inches.Mean annual temperature is about 47 degrees F. TAXONOMIC CLASS: Fine-loamy, mixed, superactive, mesic Mollic Hapludalfs TYPICAL PEDON: Lester loam with a convex slope of about 9 percent on a ground moraine in a cultivated field. (Colors are for moist soil unless otherwise noted.) Ap--O to 7 inches; very dark grayish brown (lOYR 3/2) loam, grayish brown (lOYR 5/2) dry;moderate fine subangular blocky structure; friable;many fine roots; about 3 percent gravel; slightly acid; abrupt smooth boundary. (6 to 10 inches thick) Btl--7 to 21 inches; brown (lOYR 4/3) clay loam; moderate medium subangular blocky structure; firm;many very fine roots; common very dark grayish brown (lOYR 3/2)clay films on faces of peds and few very dark gray(lOYR 3/1);organic coats on faces of peds; about 2 percent gravel; slightly acid; clear smooth boundary. Bt2--21 to 38 inches; dark yellowish brown (lOYR 4/4)clay loam; moderate medium subangular blocky structure; friable; common fine roots; common dark grayish brown (lOYR 4/2) clay films on faces of peds and few very dark brown (lOYR 2/2) organic coats on faces of peds; about 3 percent gravel; slightly acid; gradual smooth boundary. (Combined Bt horizon is 10 to 40 inches.) Bk1--38 to 50 inches; yellowish brown(lOYR 5/4) loam;weak medium subangular blocky structure; friable; few fine roots; common very pale brown (lOYR 8/2) carbonate threads; about 2 percent gravel;violently effervescent; slightly alkaline; clear wavy boundary. Bk2--50 to 60 inches;yellowish brown(lOYR 5/4) loam;weak medium subangular blocky structure; friable; common fine distinct yellowish brown(lOYR 5/6)relict Fe. concentrations; common very pale brown (lOYR 8/2)carbonate threads; about 2 percent gravel; violently effervescent; slightly alkaline; clear wavy boundary. C--60 to 80 inches; yellowish brown (lOYR 5/4) loam; ; massive; 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. ��0�� DEC 14 2011 . C6�V OF ORONO � � 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 axe 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 sometimes present below the Bt. The Bk horizon has hue of lOYR or 2.SYR,value of 4 or 5,and chroma of 3 to 6.The Bk horizon is loam or clay loam. It is slightly alkaline or moderately alkaline. Relict redoximorphic features are present in some pedons. The C horizon has hue of 2.SY or lOYR,value of 4 to 6, and chroma of 3 to 6. It is loam or clay loam. It is slightly alkaline or moderately alkaline. Relict redoximorphic features are present in some pedons. � � COMPETING SERIES: These are the An us � Baltimore, Basse Bloomin�, Caleb, Dowa ig�ac, Dunbrid�e, Gar Koronis, Lauramie, Lon l�Ois, L dic Mohaw Neda,Newcomer, Oneco, Orwood, Racine, Razo Sebbo, Taopi, Waucoma, and Winneshiek soils in the same family.Angus and Sebbo soil have saturation in the lower third of the series control section.Argyle,Baltimore, and Oneco soils have B horizons with 7.SYR or redder hue.Bassett soils are very strongly acid to moderately acid in the upper part of the Bt horizon. Blooming and Racine soils have 15 to 35 percent sand in the upper part of the particle-size control section. Caleb soils have some subhorizons that have more than 45 percent in the lower part of the control section. Dowagiac and Koronis soils have less than 24 percent clay in the lower one third of the particle-size control section.Dunbridge, Waucoma,Newcomer and Winneshiek soils have sola terminated by bedrock at depths above 60 inches. Gara soils average less than 2 percent rock fragments in the control section. Longlois, Lydic, and Neda soils have more than 8 percent rock fragments in some subhorizon of the control section. Lauramie soils have more than 45 percent sand in some subhorizon in the middle part of the control section. Mohawk soils have a higher content of silt and have dazk colors in the B horizon which apparently are inherited from dark shale. Orwood soils have no rock fragments in the particle-size control section.Razort soils have less than 30 percent sand in the control section. GEOGRAPHIC SETTING:�These soils have convex slopes on moraines and till plains. Slope gradients range from 5 to 70 percent. They formed in calcareous, loamy glacial till of late Wisconsinan Age. Mean annual temperature ranges from 45 degrees to 52 degrees F. Mean annual precipitation ranges from 25 to 33 inches. Frost free days range from 125 to 165.Elevations range from 700 to 1600 feet. ` GEOGRAPHICALLY ASSOCIATED SOILS: These include the Cordova,Dundas, Glencoe, Hamel, Hou�hton, 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, ��:�e�� DEC142011 �. �o-�r nF nRnN(� � � , Houghton, Klossner, and Muskego soils are mostly in depressions. Poorly drained Hamel soils are on foot and toe slopes. Moderately well drained Le Sueur and Nessel soils are on slightly elevated flats and gently convex slopes. DRAINAGE AND 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 are: mollic subgroup -the zone from the surface to 7 inches(Ap horizon); argillic horizon -the zone `� from 7 to 38 inches (Bt horizons). Type location moved from Waseca County,-lVln.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. �:��'�/�� . � DEC142011 . �Il"Y OF ORONO � � � HAMEL SERIES The Hamel series consists of very deep,poorly drained,and somewhat poorly drained soils that formed in' slope colluvium and glacial till on moraines.These soils have moderately slow permeability.Their slopes a range from 1 to 4 percent.Mean annual precipitation is about 28 inches.Mean annual air temperature is about 47 degrees F. � TAXONOMIC CLASS: Fine-loamy, mixed, superactive,mesic Typic Argiaquolls TYPICAL PEDON: Hamel loam with a 2 percent concave slope on a glacial moraine in a cultivated field. (Colors are for moist soil unless otherwise noted.) Ap--O to 10 inches;black(lOYR 2/1) loam, very dark brown (lOYR 2/2)dry; weak very fine subangular blocky structure; friable; common very fine roots; about 1 percent gravel; . neutral;abrupt smooth boundary. , A--10 to 16 inches;black(lOYR 2/1) loam,very dark gray (lOYR 3/1) dry; weak very fine subangular blocky;structure; friable; common very fine roots;about 4 percent gravel; neutral; gradual smooth boundary. (Combined thickness of A horizon is 14 to 30 inches.) AS--16 to 24 inches; very dark gray (lOYR 3/1) clay loam, dark grayish brown(lOYR 4/2) dry;many fine prominent brown (7.SYR 4/4)Fe concentrations; moderate fine angular blocky structure; friable; common very fine roots; about 4 percent gravel;neutral; gradual wavy boundary. (0 to 10 inches thick.) Btgl--24 to 40 inches; very dark grayish brown (2.SY 3/2) clay loam, grayish brown (lOYR 5/2)dry;many fine prominent brown(7.SYR 4/4)Fe concentrations;moderate medium prismatic structure; friable; few black(lOYR 2/1) clay films on faces of peds; about 5 percent gravel;neutral; gradual wavy boundary. Btg2--40 to 46 inches; dark grayish brown(2.SY 4/2) clay loam; many coarse prominent brown (7.SYR 4/4)Fe concentrations; moderate medium subangular blocky structure; friable; few black(l 0YR 2/1) clay films on faces of peds;about 4 percent gravel;neutral; clear wavy boundary. (Combined thickness of Btg horizons is 12 to 30 inches.) Cg1--46 to 55 inches; olive gray(SY 5/2) loam;many medium prominent yellowish brown (lOYR 5/6)Fe concentrations;massive;friable;about 3 percent gravel; slightly effervescent; slightly alkaline; gradual wavy boundary. Cg2--55 to 80 inches; olive gray(SY 5/2) loam; many medium prominent yellowish brown (lOYR 5/6)Fe concentrations; massive; friable;about 4 percent gravel; slightly effervescent; slightly alkaline. TYPE LOCATION: Wright County, Minnesota; about 1.5 miles southwest of Silver Creek, 1200 feet south and 2300 feet west of the northeast corner of Sec. 18, T.121 N., R.26 W., USGS Annandale quadrangle; lat.45 degrees 17 minutes 34 seconds N.; long. 94 deb ees 00 minutes 13 seconds W.,NAD27 � ��:�e�� DEC 14 20i1 . C!�'1(OF ORONO � � � RANGE IN CHARACTERISTICS: Depth to free carbonates range from 30 to 65 inches. The mollic epipedon thickness ranges from 24 to 60 inches. Typically the upper colluvim contains less than 2 percent gravel by volume and the lower part contains 2 to 6 percent gravel by volume of mixed lithology. The A horizons have hue of 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 lOYR, 2.SY, or SY, value of 2 to 4,and chroma of 1 or 2. It is clay loam, silty clay loam high in sand, or loam. It has between 25 and 35 percent clay and 15 to 35 percent fine sand and coarser. It has B/A clay ratios of 1.2 to 1.4. It has few to many, faint to prominent clay films. It is moderately acid to neutral. The C horizon has hue of a 2.SY or SY, value of 4 to 6, chroma of 1 or 2, It is loam or clay loam. It is slightly alkaline or moderately alkaline. The clay content ranges from 18 to 32 percent and the total sand content ranges from 25 to 45 percent. =x. �,� COMPETING SERIES: These are the Alvada, Barrv, Berville, Brookston, Buntin�ville, Clackamas, Cordova, Forestcity, Jameston, Maren�o, Millgrove,Navan, Nosoni, Rensselaer, and Westland soils. The Alvada series (Tentative - OH) is not in the OSD file at this time. The Barry,Berville, Brookston, Cordova,lVlarengo, 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 Havden and Lester soils.These soils are well drained and are on the higher lying, gently sloping to very steep slopes. ' DRAINAGE AND PERMEABILITY: 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. . ��:��E� DEC 14 2011 CI'�Y O� ORONO ;� _ ` � f DISTRIBUTION AND EXTENT: Primarily in the southeast one-quarter of Minnesota in the timbered, hilly, "gray" till region. Moderately extensive. MLRA OFFICE RESPONSIBLE: St.Paul,Minnesota SERIES ESTABLISHED: Hennepin County, Minnesota, 1969. � REMARKS: Diagnostic horizons and features recognized in this pedon are: mollic epipedon-the zone from the surface to a depth of 40 inches (Ap, A,AB and Btgl); argillic horizon -the zone from 24 to 46 inches (Btgl, Btg2,). Type location moved from Hennepin County, Mn.to Wright County, Mn., 11/96 to better exemplify the series concept. A some.what 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. � � . �� . DEC142011 , �� CI'GYY OF ORONO i 1 HOUGHTON SERIE S 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. . TAXONOMIC CLASS: Euic, mesic Typic Haplosaprists TYPICAL PEDON: Houghton muck-on a level area in a cultivated field. (Colors are for moist soils unless otherwise stated.) Oal--O to 9 inches;black(N 2.5/0)broken face and rubbed muck(sapric material); about 5 percent fiber, a trace rubbed; weak coarse subangular blocky structure;neutral (pH 7.0 in KCl); abrupt smooth boundary. r ' 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; inassive; about 1 percent woody fragments; neutral (pH 7.0 in KCl); clear wavy boundary. Oa5--32 to 48 inches; dark reddish brown (SYR 2/2)broken face, black(SYR 2/1) . rubbed muck(Sapric material); about 20 percent fiber, less than 10 percent rubbed; massive, breaking to thick platy fragments; neutral (pH 7.0 in KCl);abrupt smooth boundary. Oa6--48 to 80 inches; dark reddish brown (SYR 2/2)broken face and rubbed muck (sapric material); about 10 percent fiber, less than 10 percent rubbed;massive; slightly sticky; about 15 percent mineral soil;neutral (pH 7.0 in KCl). TYPE LOCATION: Clinton County, Michigan; about 3 miles northeast of the village of � Bath; 200 feet north and 400 feet east of the southwest corner of sec. 12, T. 5 N., R. 1 W. USGS Bath topographic quadrangle, lat.42 degrees 49 minutes 43.4 seconds N. and long. 84 degrees 52 minutes 56.9 seconds W.;NAD 27. RANGE IN CHARACTERISTICS: The organic layers are more than 51 inches thick. The organic fibers are derived primarily from herbaceous plants, but some pedons . contain individual layers which contain as much as 30 percent woody material, however, � �� .�. - DEC 14 2011 ,. f�°I'T"if�1C nonn�� • i r 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 tliickness of less than ]0 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, Len Peteemeet, Saltese, and Semiahmoo series. Similar soils are 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 fragments in the control section.Lena soils contain free carbonates throughout. Peteetneet soils are massive or platy in bottom tier,are on elevations of about 4,500 feet, and are substantially drier in , � 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 are the Adrian,Edselton('1�, Edwards,Moston(T�, Muske�o,Palms, and Willette soils. Edselton('1�and Edwards soils `are underlain by marly material at depths of 16�to 51 inches. Moston(T), and Muskego soils are underlain by coprogenous material between 16 and 51 inches.Poorly or very poorly drained mineral soils are commonly associated along the margins of the bogs. DRAINAGE AND PERMEABILITY: Very poorly drained. Depth to the seasonal high water table ranges from 2 foot above the surface in ponded phases to 1 foot below the surface from September to June.The potential for surface runoff is very slow or ponded. Permeability is moderately slow to moderately rapid. USE AND VEGETATION: A considerable area of these soils is used for cropland or pasture. Common crops are onions, lettuce, potatoes, celery, radishes, carrots,mint,and some corn.Native vegetation was primarily of marsh grasses, sedges,reeds, buttonbrush, and cattails. Some water-tolerant trees were near the margin of the bog. DISTRIBUTION AND EXTENT: MLRA 95, 98, 110, 111. Southern part of the lower peninsula of Michigan, Wisconsin, Indiana, Iowa, Minnesota, and Illinois. The series is of large extent. MLRA OFFICE RESPONSIBLE: Indianapolis, Indiana SERIES ESTABLISHED: Roscommon County, Michigan, 1924. , ��A�/�� , DEC 14 2Q11 . CI�"1'O� OROfWO � 1 � REMARKS: Diagnostic horizons and features recognized in this pedon are: Well decomposed organic material from the surface to greater than 51 inches (Oal, Oa2, Oa3, Oa4, Oa5 and Oa6 horizons) � histic epipedon-muck from the surface to 16 inches (Oal, Oa2, Oa3); aquic conditions-from the surface to 40 inches. ADDITIONAL DATA: Soil Interpretation Record-(MI0024, MI0291 (PONEED), MI0532 (SLOPING), MI0390 (MAA1>50), MI0383 (FREQUENTLY FLOODED). Transect data(T98-MI-003) is on file in MLRA project office, Plymouth, Indiana. Transect shows 100 percent Houghton. . �EC��/�� DEC 14 2011 C�7Y OF ORONO � ; , � 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 precipita.tion is about 30 inches near the typical pedon site.Mean annual temperature is about 49 degrees F. TAXONONIIC CLASS: Coprogenous, euic,mesic Limnic Haplosaprists TYPICAL PEDON: Muskego muck-on a slope of less than 1 percent in a cultivated field at an elevation of about 815 feet. (Colors are for moist soil unless otherwise stated.) Oap--O to 9 inches;black(lOYR 2/1)broken face and rubbed muck(sapric material); � about 25 percent fiber,4 percent rubbed;moderate very thick platy structure parting to moderate fine subangular blocky; friable; many fine roots;mostly herbaceous fiber; neutral; abrupt smooth boundary. � Oal--9 to 14 inches;black(lOYR 2/1)broken face muck(sapric material);about 30 percent fiber, 5 percent rubbed;moderate very thick platy structure parting to moderate fine subangular blocky; friable; many fine roots; mostly herbaceous fiber;neutral; abrupt smooth boundary. Oa2--14 to 30 inches; dark brown (7.SYR 3/2)broken face muck(sapric material) with few thin(less than 1 inch) layers of mucky peat(hemic material); about 50 percent fiber, ' 7 percent rubbed; weak thin platy structure; few fine roots; slightly acid; gradual smooth boundary. Lcol--30 to 48 inches; dark olive gray (SY 3/2) coprogenous material with fine thin(less than 1 inch) lenses of yellowish brown(lOYR 5/6)mucky peat(hemic material);weak very thin platy structure; slightly plastic; neutral; diffuse smooth boundary. Lco2--48 to 60 inches; very dark grayish brown (Z.SY 3/2)coprogenous material; , massive; slightly plastic; slightly alkaline. TYPE LOCATION: Ozaukee CounTy, Wisconsin; about 1 mile east and 2 1/2 miles south of Fredonia;2,500 feet north and 500 feet west of the southeast corner of sec. 11, T. 11 N.,R. 21 E. or 350 feet north and 375 feet west of end of farmstead driveway; USGS Fort Washington topographic quadrangle; latitude -43 degrees, 25 minutes, 58 seconds N. and longitude- 37 degrees, 56 minutes, 34 seconds W.NAD 27. RANGE IN CHARACTERISTICS: Thickness of the herbaceous organic layers and depth to coprogenous material (sedimentary peat) ranges from 16 to 51 inches. Fibers are derived primarily�from herbaceous plants. Some pedons contain fragments oftwigs, 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 � �� . DEC 14 2011 �: � �:0�'10�1C nor,��., ' bottom.tiers. Silty clay loam overwash, clay loam substratum,marshy(ponded), and flooded phases are recognized in some places. The surface tier has hue of lOYR, 7.SYR, or neutral, value of 2 or 3 and chroma of 0 to 2. The herbaceous organic part of the subsurface and bottom tiers has hue of SYR, 7.SYR or lOYR or is neutral in hue. Value is 2 or 3 and chroma is 0 to 4. It is dominantly muck (sapric material),but some pedons have layers of mucky peat(hemic material) up to 10 inches thick. � The Lco horizon has hue of lOYR, 2.SY, SY; or SGY, value of 2 to 5 and chroma of 1 to 3. It is coprogenous material.Reaction ranges from neutral to moderately alkaline and carbonates are present in some pedons. The Lco horizon has slightly plastic consistence and shrinks upon drying to form hard clods that are difficult to re-wet. COMPETING SERIES: These are the Moston and Toto series. Moston soils have sand below the limnic layer within the 51 inche control section. Toto soils have marl and sand below the limnic layer within the 51 inch control section. GEOGRAPHI'C SETTING: The Muskego soils commonly are in depressional areas ' principally associated with glacial lake plains and flood plains, but other geographical locations are not excluded. Slope ranges from 0 to 2 percent. These soils formed in � herbaceous organic material dominantly from grasses, sedges, and reeds over coprogenous limnic material (sedimentary peat). 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 Hou ton and Klossner series. Houghton soils are in nearby areas where the organic deposits are more than 51 inches thick and coprogenous material is not in the lower part of the control section. Klossner soils are in areas where the coprogenous material is absent and the herbaceous organic material is underlain by loamy mineral material. DRAINAGE AND PERMEABILITY: Very poorly drained. The potential for surface runoff is low or negligible. Permeability is moderate or moderately rapid in the herbaceous sapric material and slow in the coprogenous material (sedimentary peat). Most Muskego soils have an apparent water table from 1 foot above the surface to 1 foot below the surface in most years for much of the period from November to August. Some Muskego soils have an apparent water table from 3 feet to 1 foot above the surface in most years for much of the period from January to December. � USE AND VEGETATION: Most areas remain in natural vegetation and provide wildlife habitat.Natural vegetation is dominantly grasses,reeds, and sedges with scattered hardwoods. A few areas have been drained and are used cropland. DISTRIBUTION AND EXTENT: Southern Wisconsin and southern Minnesota and in Illinois, Indiana, Iowa, and Ohio. MLRA 95B, 98, 102A, 103, 104, 105, 108, 110, 111, 114, and 144A. The Muskego soils are of moderate extent. MLRA OFFICE RESPONSIBLE: Indianapolis, Indiana ��V�� DEC 14 2011 CI'TY OF ORONO ` • . , , SERIES ESTABLISHED: Ozaukee County, Wisconsin, 1971. REMARKS: Diagnostic horizons and features recognized in this pedon are: sapric materials dominant in the subsurface tier; saturated with water for 6 months or more of the year;have a limnic layer(coprogenous material)greater than 5 cm thick within the control section. ADDITIONAL DATA: Soil Interpretation Records - WI0046; WI0335 (OVERWASH); WI0437 (MARSITY); WI0462 (CLAY LOAM SUBST.); WI0520 (FLOODED). ::�: - � ��BV�D DEC 14 2011 cCl'�'1°OF ORONO � �� ' , THE TECHNICAL DOCUMENTATION SECTION Wetland Definition a-''� ��I�� p�C 14 2011 CI'�"Y OF ORONO �� ,� . 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 premise by which . SER ecologists has, in their professional judgment, delineated the wetlands on the subject parcel described in this report. � Wetland Hydrology • � � The most important wetland criterion is hydrology. The presence and persistence of water influences the vegetation types and changes soil morphology. Hydrology may be observed as standing water(inundation), or may be observed as freestanding water within the soil pit or auger hole (saturation) usually within the upper 12 inches. This is what would be considered primary hydrology indicators. Only one primary indicator is necessary to make the determination that wetland hydrology indeed exists. The 1987 Corps Manual also has a range of hydrologic zones esta.blished based on period of inundation or saturation. These zones and the periods of inundation or saturation for each can be observed in Table 1 below. Exce ted from the 1987 Manual,H drolo ic Zones—Nontidal Areas Zone Name Duration Comments Wetland or Not I Permanently Inundated 100% Inundation>6.6 ft.mean Not(Aquatic Habitat Zone,or Deep Water • water de th Habitat) � • Semipermanently To Nearly �75_ Inundation defined as II Perrr►anentiy Inundated Or <100% �6.6 feet mean water Wetland Saturated de th III Regularly Inundated Or �25-�5% Wetland Saturated IV Seasonally Inundated Or <12.5- Wetland Saturated 25% Many areas having these Irre larl Inundated or Wetland(if hydrophytic veg.and hydric V � y >5-12.5% hydrologic characteristics Saturated are not wetlands soils also present Intermittentl Or Never Areas with these VI Inundated Or Saturated �5% hydrologic characteristics Not are not wetlands A-1 ��C�S�� ..c • �El� I 't L�� a,;y il . C��'Y OF ORONO , . 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 growir►g season. This means that one observation date or even one whole year worth of detailed hydrology data may be deemed insufficient to determine if appropriate hydrology exists at a given location. In the event that precipitation events accumulate to above or below normal during just prior to a site visit or during a more intensive hydrology study, the data may be confounded by non-normal�circumstances and may be considered outside the bounds of "most years". Ideally, both antecedent soil moisture conditions and precipitation would be normal during all delineations. However, this is not a realistic impression of climate. Therefore, primary indicators of hydrology must be reviewed with scrutiny prior to determining if hydrology indeed exists. Wetland hydrology may be observed as standing water (inundation), or may be observed as - freestanding water within a soil pit or auger hole (saturation) usually within the upper 12 inches. . � This is what would be considered primary hydrology indicators. Examination of this indicator requires digging a soil pit to a depth of 16 inches and observing the level at which water stands after 5ufficient 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 ��C�BVED pEC 14 2011 ClTY OF ORONO '� . � Aydrophytic Vegeta�ion (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 b adient of plant species that are adapted to "gr.owing 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 transifional 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 ��I�� DEC 14 2011 °z �i�DE ORONO� ='� i i PHOTO LOG , , �F. R�CEIVED QEC 1 � 2011 CI�I(OF ORON� � � • • � • • � � � � � � . e�t�.l� �:;:� �^t `K;.} 0 , .." ' .. < � z N` 47 ��• M ��''� ',�� Mi { . ' . .. v o �i..v, u�; ' . � `�'y� j�'�'; +.,N ^i� .,. �j�?�'r ti f5a� '��'C�`��s, :� $ �,,' �;,,;,,.T7tr'��wu.f:�$ ��`°`"�` M y�� wnc°n�a.�a iB�-� i_."r"�� ,`,yM.yh'�$'l�"Tk, a x, -�',i+'ErG Fk� ��i'�.�` rt Y .r�;"' t�h�. �„�.y E..-°S 4�s, r��Py mS't� � ' �.�.e '� .. -:1 1�J,,'t 1 w, '. 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'�w.: �^�� 1 � s� t �' � � r � �� r1 �� S i:� :� e �'§' � t' 1 � �� . �! • • � ' � '� • '� � � � � : , � � • • . � � � � � '� • •• r. • ' � 1 � � • �� :��.. a�' �p , � Minnesota Wetland Conservation Act �EC��v�� DEC 14 2011 Notice of Decision ��N pF ORONO Local Government Unit(LGin � Address Minnehaha Creek Watershed District 18202 Minnetonka Blvd - Deephaven,MN 55391 1.PROJECT INFORMATION � Applicant Name Project Name Date of Application ' � Philip &Joy Asao 125 Turnham Road Application Number � 10/12/11 W11-20 �Attach site locator map. ` . T e of Decision: � �Wetland Boundary or Type � ❑No-Loss ❑Exemption ❑ Sequencing ❑Replacement Plan ❑.Banking Plan Technical Evaluation Panel Findin s and Recommendation if an ); ❑Approve . ❑Approve with conditions ❑Deny � Summary(or attach): • 2.LOCAL GOVERNMENT U1VIT DECISION � Date of Decision: 12/5/11 �Approved ❑Approved with conditions(include below) ❑Denied LGU Findings and Conclusions(attach additional sheets as necessary): A wetland delineation at 125 Turnham Road in Orono(PID#31-118-23-43-0006)was performed by Svoboda�cological Resources on 7uly 13,2011. The boundary was reviewed in the field on October 14, 2011 by Minnehaha Creek Watershed District(MCWD)staff. � One wetland was identified on the property. The wetland consists of two areas that are hydrologically connected by a culvert under the driveway(identified as Wetland 1 and Wetland lA in the report). The wetland(both Wetland 1 and Wetland 1 A)was identified as a Type 3 shallow marsh wetland. The boundary as.flagged in the field and described in the"delineation report dated August 15,2011 & � received on October 12,2011 is approved by the MCWD. This decision is valid for five years. A project , on this property may require a permit from the MCWD. . For Re lacement Plans usin credits from the State Wetland Bank: • Bank Account# Bank Service Area County Credits Approved for Withdrawal(sq,ft.or nearest.O1 acre) BWSR Forms 7-1-10 Page 1 of 3 r �. Replacement PIan Approval Conditions. .In addition to any conditions specified by the LGU, the approval of a Wetland Replacement Plan is conditional upon the following: ❑ Financial Assurance: For project-specific replacement that is not in-advance, a financial � assurance specified by the LGU must be submitted to the LGU in accordance with MN Rule 8420.0522,Subp.9(List amount and type in LGU Findings). � ❑ Deed Recording: For project-specific replacement, evidence must be provided to the LGU that the BWSR "Declaration of Resh•ictions and Covenants" and "Consent to Replacement Wetland" forms have been filed with the county recorder's office in which the replacement wetland is located. . ❑ Credit Withdrawal: For replacement consisting of wetland bank credits, confirmation that BWSR has withdrawn the credits �fi•om the state wetland bank as specified in the approved replacement plan. : � � . � ' Wetlands may not be impacted until all applicable conditions have been met! LGU Authorized Si ature: Signing and mailing of this completed form to the appropriate recipients in accordance with 8420.0255, Subp. 5 provides notice that a decision was made by the LGU under the Wetland Conservation Act as , specified above. If additional details.on the decision exist,they have been provided to the landowner and •are available from the LGU u on re uest. Name Title � Catherine Bach Disirict Technician . � Signa r : Date Phone Number and E-mail � 12/5/11 (952)641-4504 � cbach@minnehahacreek.org THIS DECISION ONLY APPLIES TO THE NIlNNESOTA WETLAND CONSERVATION ACT. � Additional approvals or permits from local, state, and federal agencies may be required. Check with all appropriate authorities before commencing work in or near wetlands. _ Applicants proceed at their own risk if work authorized by�this decision is started before the time period for appeal(30 days)has expired.If this decision is reversed or revised under appeal,the applicant may be responsible for restoring or replacing all wetland impacts. � . � This decision is valid for three years fiom the date of decision unless a longer period is advised by,the � � TEP and specified iri this notice of decision. � 3.APPEAL OF THIS DECISION Pursuant to MN Rule 8420.0905, any appeal of this decision can only be commenced by mailing a petition for appeal,including applicable fee,within thu�ty(30)calendar days of the date of the mailing of this Notice to the following as indicated: � Check one• � ' ❑ Appeal of an LGU staff decision. Send ❑Appeal of LGU governing body decision. Send petition and$_fee(if applicable)to: , petition and$500 filing fee to: � � Executive Director • . Minnesota Board of Water and Soil Resources 520 Lafayette Road North St. Paul,MN 55155 � DEC 14 20114: LIST OF ADDRESSEES CITY OF ORONO . � � . , �: ; � . BVJSR Forms 7-1-10 Page 2 of 3 . 1 � � SWCD TEP member: Stacey Lijewski—Stacey.lijewski@co.hennepin.mn.us � BWSR TEP member:Lynda Peterson—Lynda.peterson@state.mn.us � ❑ LGU TEP member(if different than LGU Contact): ❑ DNR TEP member: � DNR Regional Office(if different than DNR TEP member):Melissa Doperalsla— Melissa.doperaIslu@state.mn.us ❑ WD or WMO(if applicable): , � Applicant(no�ice only)and•Landowner(if different):Pl�ilip&Joy Asao,5033 Avon Dr,Monnd, MN 55364 � Members of the public who requested notice(notice only): Consultant: Svoboda Ecological Resources(Brian Burgner)—brianb@gpsinnovations.com City: Christine Mattson—cmattson@ci.orono.mn.us � � � Corps of Engineers Project Manager(notice only):Melissa Jenny— Melissa.m.jenny@usace.army.mil ❑ BR1SR Wetland Bank Coordinator(wetland bank plan applications only) , 5.MAILING INFORMATION ➢For a list of BWSR TEP representatives: www.bwsr.state.mn.us/aboutbwsr/workareas/WCA areas.pdf ➢For a list of DNR TEP representatives: www.bwsr.state.mn.us/wetlands/wca/DNR TEP contacts.pdf ➢De arhnent of Natural Resources Re ional Offices: � NW Region; NE Re 'i�on: Central Reeion: Southern Region: Reg.Env.Assess.Ecol. Reg.Env.Assess.Ecol. Reg.Env.Assess.Ecol. Reg.Env.Assess.Ecol. Div.Ecol.Resources Div.Ecol.Resources Div.Ecol.Resources Div.Ecol.Resources 2115 Birchmont Beacfi Rd. . 1201 E.Hwy.2 1200 Warner Road 261 Hwy, 15 South NE - Grand Rapids,MN 55744 St.Paul,MN 55106 New Ulm,MN 56073 � Bemid'i,MN 56601 � For a map of DNR Administrative Regions, see:http://files.dnr.state.mn.us/aboutdnr/dnr re i�pdf ➢For a list of Corps of Project Managers:www.mvp.usace.armv.miUre�ulatory/default.as�?pa�eid=687 or send to: US Army Corps of Engineers � St.Paul District,ATTN: OP-R 180 Fifth St.East, Suite 700 St.Paul,MN 55101-1678 ➢For Wetland Banlc Plan applications,also send a copy of the application to: Minnesota Board of Water and Soil Resources Wetland Bank Coordinator � � • • 520 Lafayette Road North St.Paul,MN 55155 6.ATTACHIVV�NTS � In addition to the site Iocator map, list any other attachments: � ❑ ` ❑ ❑ ❑ � , ��C��V�'D . OEC 14 2011 . � � C1TY OF ORpNp _ ._... 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A"''t +�4i 8 1�. .. � 1� ' �,� '�,:.. �� 1 .�_ ..J�' '!_. ;Y;i •J' �4��•�i�M' � Part of Sec. 31 ��.C�bVED Ma p of S ite N F ig u re 1 T118N, R23W. W e DEC 14 2011 Overlaid on USGS Topographic --°� � �I.'.Y O� ORONO �Property Boundary 2011-015 `��!�SU�B�D� o soo �,200 2,aoo 125 Turnham Road :��,+ Ecological Resources F�t Orono MN ;�': , , . , Wetland Buffer Establishment Plan A. Site Preparation 1. Next spring,we will allow the site to green up,followed by a spot application of Rodeo� and Garlon 3A� herbicide as per manufacturer's directions. Care will be taken to avoid any significant stands of desirable vegetation. We will allow a minimum of 20 days before disturbing the vegetation with other procedures. 2. We will then carefully harrow the soil to create an open seedbed. B. Seed and Seeding 1. Seeding dates shall be in the spring or summer before June 30th(seeding may be done as late as August 1�if necessary). 2. Once the soil has been prepared,the larger grass seed will be broadcast throughout the project area. 3. A harrowing will follow to incorporate the seed°into the soil. 4. Following the harrowing,the smaller grass seed, sedge seed, and flower seed will be sown , - on top of the soil. No additional harrowing is required. 5. The seed mixes shall consist of MN State Seed Mix 35-241 or approved equivalent. C. Erosion ControL• 1. Cover crop will be sown along with the native grasses. � 2. Mulching is not required. • D. Plants and Planting: 1. As a means to create a higher quality restoration,the seeding will be further diversified and enhanced with wildflower,grass and sedge seedlings.These would be planted individually in appropriate microhabitats throughout, or in designated areas of the project. E. Management: 1. During the first growing season the project area will need to be moved at a height of 6 inches least once to control annual weed development. If a "closed" canopy of weed cover develops, it will be mowed to aid in the growth of the prairie seedlings by reducing competition. 2. In years following the first growing season,site monitoring, burning, mowing,spot spraying, or hand weeding will be completed as necessary. _ ��V�D _ bEC 14 2011 CITY OF OROR10 � � � � � � �. CERTIFICATE OF SURVEY 8c PROPOSED LOT COMBINATION FOR � � TONY R�CHEL . IN THE SE 1/4 OF SECTION 31-118-23 HENNEPIN COUNTY, MINNESOTA � I I I -�" r � / i � I . � i . I � I S 89°58'43" E 330.68 � � / �� 4 � WEST UNE OF EAST �:/ �--� � ..••1/2, WEST 1/2, NE ,�' � � • IEAST LINE OF 1/4, SW 1/4, SE 1/4, \ WEST 1/4, NE 1/4,-•-••-••— SEC. 31 .�PKE �NORTH N�t OF / ' Zq I� SW 1/4, SE 1/4, SEC. 31 PNa SI��P� ' SOUTFt',265 FT. • l"� SHED I � m � WB Yj Ot�� "'A5M O,,�F�� E' 1/4� SW �4, �\ I ��=� /e—' �5i1/4. SE�� / � � � �! �� . \ \ \ \\ �` \` ' �12A N��+e'ASH � / / / \�/ / // // \\ � \\� I ,NE'(l.A��RS I � nsH I \ � E�E�NEp'(E�eY � ��vsB ox�o ensywoon � � � / / � \ � \ \ `�-�---�_ �--- / � � �/ ` \ `� � �s.s• '�� a-� �� \ �\ y� \� 1 BUFFER �/ �;Pe�ssw�oon°� ��e"ssw°°° /�/ /�/—�� N � �� \\ _�� / / �/ � \p � �\ � �`�� rwnu+��--�+renssw000 �/ �� ^ c�o -\ \ \ \\ �� I 46— � /� � �/ � /�� N 1P 9ASSVrt70D � ` � \ / �6BOXEIDEft � W � � �� gs� \�—��\�� /� � � � ro ,`� � \ � \ \ s�" � � r � � � �\� _�� /�� —e•enss+roon � �/EAST LINE/OF � �qE T LIN� O�F'tdE 1/4, \�i � �,aa� � umrawo�o W�S-��. NE 1/4.--••• •�-•'. `r,�j 00 � - ��J�I�Q,..SE�1/�.�SEC�31 �e-e,mer,,, Re� � /SW 1/4. SE 1/4. SEC.��1/ � °� \��\�� \ —'——�59�T iaoMVOO�o / � �_ / / p O 68`_ \��\� � �� y�E om � // /��-_� / � N T � �-�� ,� —�9�-Fr�cKOnr� � / �/ � ==`\\�\\`___ —�� rnicKOarga / �j��--- � / � I 1PHICKORY�e/� / � / 1__J / / �\ x � ... �"' _'� / / ... .._ _._ , � -- �'Q�C �� \ � _ ��za ��"io-xiomNOOO$rens.''v''°°° / /% � f oR��f \� \\ � --�� _��/ //�5�� /�i \ / \ — / � \G s.e.,�a/ // _�--- \ ��95g�� s.e.��7a�SF�' /�/ � �_��—� .p p, 1PIROtNW��" ` / \� � / �� _ � \ �7Q IR� � \B / P� /��/��/ �/ \ '�� \ 42.3 �'\ \� \� �4 CHERRY Q�30'�H ��MICKOR`///�//k(S..9��$� S.B.7 Pl \ � � EXISTING n �\ �� c �se--�� s.B.3,�� /�SEV�` ,� ,�a.^ � HOUSE �\ � �� . � ��/X// /�o�o�` /� . � ^#'�� 1at � � ��—� \ '�. GIERRY /�j/ / �/ / ......_33.5 ..... &e v! \y � \ \ �PUtO \\ � ��/ / /` S.B.2M � // . / � \ � �D � �r��„��P� / / i � / . � � � \ ,sz \ \lA,e,w, �,�a� \\//� /// zreu+ \ � �; . � /�_�`--"-'� \� N� � o . �r.��e g�0' 79.Z �azMna� . . ••-•-•• e. / N 89°58' 43" W 330.76 a.s , SOUTH LINE OF NE 1/4, I "'SW 1/4, SE 1/4, SEC. 31 � I � � i . EXISTING LEGAL DESCRIPTIONS ( To• Be Combined) The South 265 feet of the West Quarter of the Northeast Quorter of the Southwest Quarter — of the Southeast Quorter of Section 31, Township 118 North, Range 23 West of the 5th , Principal Meridian. � ALSO The South 265 feet of the Eost Half of the West Half of the Northeast Quorter of the Southwest Quarter of the Southeost Quarter of Section 31, Township 118 North, Range 23 West of the 5th Principal Meridian. • � This survey shows the boundories of the obove described propertP s,pand the locatio� of all existing �� buildings thereon, trees, and the topography thereon. It does not ur ort to show an other improvements or encroachments. � - o : Iron marker DEC � 5 ZO�� --esa—; Existincj contour frorri our shots on 12-08-2011 in the area of the trees ond from the Orono City , maps as to. the perimeter. . �I-�( OF Q�QNO I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT SCALE' OESiGNED REVISION DATE oESCR�PT�oN • �GRONBERG & ASSOCIATES� INC. WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND 'I��=30' � �-29-�� °CLd�1E°"E'��SNa�" CONSULTING ENGINEERS, LAND SURVEYORS, THAT I AM A DULY UCENSED PROFESSIONAL ENGINEER AND LAND DRAWN 2 t2-8-t i TREES OVEH 6"LOCAiEO,TIX+OG N TIE.�FA OF TRCES.S�nCS 9�UNM DATE SITE PLANNERS SURVEYOR UNDER THE IAWS OF THE STATE OF MINNESOTA. 4-Z6-�1 v� 445 N. WILLOW DR. LONG LAKE, MN. 55356 �i�,� � �oe No. CHECKED 952-473-4141 � DATE ,z^�fi MN LICENSE NUMBER ��rf 11-346 � 11-346 � c� m . x . s . . � � • � ■ � � ��..� � � � � � � � � �� ■lE.. � . �� ; Q ► '� � � a � I. � �� - � � �.■ �. � �� ■■ � � � � - ' .:'�% � �� i �-- � �� i� � (� � � �/ ' `� � �� ■ �r - I�.�..,.i , _ , � � '.7it��s�r-lCt�J��11!; 1 � r � , ;: �_I � �� e�� ; a� ' �� ■� � - �► !, ■ � ��I �� p �'�' . ; � � � � � � �� I� � �� _. � '�- a a ■■ � �a� . � �■ . i �i Gi _ � '°' —1 �� ;�■ �� i , � � ■ � � � � �� ■ e �� . � � 1 I� � �� ■■ � � �: � � : ! �� ■ � ■ � E ■� sE� � �) ".i . �� I �� 5. ,� � �� '�� , . � �� ,�� i , ► , i� �� ■ � I � ��■� ■ .. . 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I ?. ,. o . . .� _.__ , . . . . , . _ . � �.�.�.; . � � _ ..: ,- . . , . � .� . ; . . , �� . . . , o �� . � � . _ . . . . . , � � � � . _ _ _�. , , . . . , � ; � � �- . . � . . . � . . �, . _ . . , , . . � . . . � . a; . � �� _.� �s . . : I . y, � ` � ��. -fl � _--___ . . . . . . � � � � . � � _ _. _ _ , . .�... . . ... ... _ C� �- � � � . � � , � .� � � -� � �! � � � � � � � .- . � � o '�' �� . -� � � � � �, o .�. �; � � � . � o � cr� . � � o � � � . � i iy :� PC Exhibit J � ��#yr of �rar�o '��ri�r��t� A�plica�ior� ..... _..r.._._....,...,. , .._�._....._ „-�.�;.�, �rr��r pdt�n�s� �,p,�tion� �2 ' �53°l . �' �(� �7SQ K�14ay Pa+lcwsy Q�ta R�+r�cf.�7��'��( �� t��na; MN 5�3�i ,�,pA � Sli�ff°�/f"{ - M#fh` SlQ2-249��UQ Fee: 37�0 � � f�x: it�3-2+4��1816 R�nnw�1: S354 �3 ' � ,�� M�lli�p Adtfr�s; Aft�r-tfie-fnr.� S#.4E3�}�u6��a�a '�,��a��P�� R.Q_8rix 86 Escrow F�e: S6tl4�52,5� :�=x.,�` �tyatai Bay, MN 85323-0066 �.�.�_....�.�___.��.....,. ._..__ Thts a�tk�it�it�mn mtast be campletad in fuil� Appti�nt uviii ba notifiied wrttrm 1��f�ys as to thc�a#ttta apptic�,tlan, incampHib�appl#catians wlt! g� b�r pt�c�d on Pia�ning Gornrni:sia� A��n+�i�as. �lOPER�'Y fNFQRM1�lTiON: S�te J�ddr��s: ,(�.S Tt,rn ��_ �?ron� ,��'J� Fro�tty ld�nt�cation Numt�ar�PIN): 3!- I1t- �-; -�t3- oatsv ,�•� 3�-/��`Zi-Y�-oocr! i�at�Pro�rty Aoquired(monthlye�r); / o�z ❑ Yes, I own ttae adjacent parcafs, � �o�in� D�Stri�: tt a _1�4 � J�P�L.tGl►►�!'i iNF4RMllT1�N: (Complete te�al names and marital status reqcr�red for�ad3 mtar�sted p�y} NaR�: �vr�.� as�1/ �A]�7�'ior��/ �et�'t�G'� - - R�(ht�fi1�}; t _ . y, T Phone (work): Comphte�►iidress: y'! hr�' �( �vs �, �3�7 .�f'1,,, � •t�,✓� d. C�ty, St�te b�1P Emai1: �lor�h�,�,��w►a.c�t,� Fax;: aWNE�t H�i�OR1��1Tl+DN: {Campk�te�a�n�mes�nd maritat status requrned toir eac�irtitenest�d P�'�Y? � t+l�I�: , ` i ' Phc�(home t - Pi�one(work): C�oi�p�ttQ�►d�s�: f■a l�r. Giy. Si�ite b�IP _I�t�d � �.. �S 3��i - Emaih .3's•��ti .+� tsL•�w� Fax: �� D��CRiPTlON OF REQUEST: O�be t#�t+�qu�tt�n deta�f (attach atiditian�!ffiheet�if neoassary): �� ,�. �i..�t.�rtt�• _____ — -12- � f� y� REQUIRED SUBMITTALS: All of the following information must be submitted by the appiication deadline date in order for your application to be processed. � � Not . � . � _.. . . :'Enctos�d �� licable � . - . � . �. . ' . :��:. �� . _ . . :� .. . � .'�T� • . . x . . � � Escrow A reement si ned � � �Escrow receivecl.. � � . � � Pre-A lication Form � � a Ilcatiam�Form�. � � � � � ❑ Practical Difficulties Documentation � ❑. � . �C�i�ifi.ed��Pra�� r�� .�?wnecs:�ist ° . . :. _ ... . � � Surve meetin ALL re uirements shown on a es.5-6. �.�� . �J . Pt:o .•sed Pla�s . . . � ._� � } . � � Hardcover Calculatian.s) � �C1 � Se��t'rc�S`�:terr�;�ite:Eualuation,Fde��arE' :': � � Wetland Delineation � � C7 � Vlletland'B�if��°�ia(i�a�ioh � :.� . . � , � � Buffer (m rovement PEan ❑ p . . � APPLtCANT AND/OR OWNER: • A�c ree to provide all information required or requested by the Planning Department, � 17�,M�I�i'�gres to pay additionai fees (stafF time not covered in the original fee payment) and/or consultant expenses � +ncurred in review of this application, and � � Certify that the information supplied is true and correct to the best of his/her knawledge. The applicant and owner recognize that they are sotely rasponsible far submitting a complete applicatian being aware that upon failure to do so, the staff has na alternative but to reject it until it Is complete or to reaommend the request for denial of the request regardless of its potentlal merit, • Acknowledge the Escrow Agreement is completed and signed. � • The Owner hereby acknowiedges and agrees to this applicafion and further authorizes reasonable entry onto the property by Ciry Staff, consultants, agents, Commission and Council Members for purposes of invesfigaEion and verification of this request. '� • Applicant-ar�"'i� acknowledge they must be present a# al1 scheduled review meetings of the Plantting Commission and Council. lf an applicant and/or awner is unable t�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 yau are asked to provide on this application is classifisd by State law as either private or confidential. Private data is information which generally cannot be given to the pubEic but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the pubiic or the subject of#he data.' Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. !f you refuse to supply the information, the application may not be issued. Applicant's Signature: Date: � �,i �4 Applicant's Signature; Date; _ �Z12 r J i! Owner's Signature: Date: ` ��2J1�� Owner's Signature: Date: _ ��/� � r ,--�----rl - 13- E 'd �EOTS6�ZS6 �NI OdSd d8i �0i TT iZ �aQ £00/£OOI�j %V3� F %�,3I TT�TZ TTOZ/TZ/ZT • 1 �'1 `� ' PC Exhibit K � � . PRACTICAL DIFFICULTIES DOCUMENTA�ION�FORM This form is a required submittal for ALL variance applications. An application will not be considered � complete or placed on any meeting agendas until this form is complete and submitted to the City. Minnesota State Statutes Section 462.357, Subdivision 6(2) requires that practical difficulties be demonstrated in order for a variance to be granted. �The difficulties must be unique to the property as variances run with the land and not the land owner. Personal and economic situations are not considered valid practical di�culties. In order for an application to be heard by the Planning Commission and City Council practical difficulties having merit must be demonstrated. • HOW DO I PROVE A PRACTICAL DIFFICULTY? . � This form has 12 points outlining the basis City staff uses to determine if practical difficulties exist and how the variance will affect the surrounding community. To prove practical difficulties, address all the relevant points listed below and answer them as clearly as possible. � � : Since you are requesting the code exception, you have the burden of proving that the variance is justified. The information the City receives is what is used in determining a denial or approval recommendation. If you . leave something out it will not be considered. , � Please address each of these difficulfies 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.° � , , y�� r � � • Co r✓e��: Gi�t S¢,u.+��c s� ��.�i i l� +n o(' u.�.aa.► G01'LS'!r�c:k t mn oL�� .� �R.o w�c. o+� �rs • _ ''� • w.��r'o�5�- to bu i t� a- 2.5'�o-rc► �,C- ` — 2. °The pliqht of the landowner is due to circumstances unique to his Property not created by the landowner." . T4�1 S ,�0'�' W A,S � ..v�.c..�'�G� I��c.�e�-,��c. "�'L..e. .�o�i" o.�e,ea- i�v�i vti s v�,u�, �..+n.-� i�n -�-��' �.d �.c.,,.�c-, ;s n r� .� �;��!�'� o� �r o� ih �c�s.e �'u s��e �I v/� . -f�.� w�e1'(u.n fr 51o�7a n�.{ sc/ f�vF�GJr �1�( �livl� f��ro�w G1Nlstfac.��acad nvo�e�Y�oae(/�• . . � 3. "Th.e variance, if granted, wil�l`not alter the essential charact�F of the lo�ca/lit . . , -/� � �. ADOo-cGt kn[ � 6� GOGt/! G�1�G��'L= 0�5 1 Yl ( � OW`LQ. ' a. t D i y ' rs t�vca�.�r a, Gtnr.�..� bt�t 17..e f, �+� wiH �af' 4�a� ii�G�v�u�5-c ;+� �„1 �ck s�� . 4. °Economic considerations alone do not constitute practical difficulties if reasonable use for the property exists under the terms of the Zoning Chapter." � � 72�� W e- �..�� ✓I o'� 5 e�/�.i r�S �4 uc�--i�.v�c e �[ �✓�1-�/St a'F' -��-o Vi o Vv��c �ay�'�y v+S, � 5. "Practical difficulties include, but are not limited to, inadequate access to direct sunlight for solar energy • systems. Variances shall be granted for earth sheltered construction as defined in Minnesota �Statutes, Secti�1aFJ.06, Subd.2,when in harmony with this Chapter." /Ei- . � 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 I nd is located." c� �" 1a.� I 2 5-h�" h 1�c ��aw, �� I�,� f7 r vo o e us� �s ��- RECEI`V�C� � - 15- DEC 14 2011 C�TY OF ORONO • � (i l . 7. °The Board or Council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling." � . �� • 8. "The special conditions applying to the structure or land in question are peculiar to such property or ,immediately adjoining property." � � Tl�is .l.o� a. • G�.or�,.e. a.v�e. �c.x�s�rr�� .ha.v� ��ou^.,� w� �c_ . UJU! ��N{,aw S � .�e on�n�'e�n v e.1 [ GWY.� VVII�qG +� "�i5. ..�.o�'• . 9. � "The conditions do not apply generally to other land or structures in the district in which said land is located." /� �o�s in �..,e. �2- 1�' s i'rie, a.�� v�•v S aye y'��.� nd v►ot a,�t.. ti.r�.l.av.d s-k-� c:Sp�.e s o n -t�..�,�,�•�• . . � � 10. "The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant.° , �,t/a�►n�� G,�s v�•v'�av►c.�� k,`s ,.eo�' `i s �s+ a�` rac��d.A.t�+t-e. � ��e�w'.�r-rc-- G� s,,�G.s�a-�,?�,ac.� ��nn-e.trY�w �^rF fh,�" c,i!l f� t�k�evz r�..w�,. . ' � � � 11. "The granting of the proposed variance will not in any way impair health, safety, comfort, morals, or in any other respect be contrary to the intent of the Zoning Code." , . oY-r�.�: ,ovc �.s t.n -e.Dets�i+��r h�nuw �Ga4� ti wi I� Y�wiovw �lu. �nroG�,e� i:cov,s �Lf- �a. c�e� �+o•� �e✓ �1� u� ts 1 k.s �+cs-b•-i 17�+z� w�t' wiul q�l� We�la�nd. 10�-�Ce.�r v��.:,,,J�. ov.� e,.wv� w�o�U.rd� ` " � 12. "The granting of such variance will not merely serve as convenience to the applicant, but is necessary to alleviate demQnstrable difficulty." . ' �✓reG7; KI c�hov7" R /o��q-rt�, vor✓ia.�,c.e., li, ls.ow� G.a n nn� !x e.ohs�ue��era! Practical Difficulties Statement . . Should you feel the practical difficulties cannot fully be described in the above criteria, describe the practical difficulties preventing compliance with Zoning Ordinance requirements in the following lines (attach additional sheets if necessary): - S E� ,9- tt�9-L f-fE �. I�EC�IVED - �6- DEC 14 2011 CITY OF ORONO a • a This lot is smaller than the zoning requirements require; it is 2.01 acres in a 5 acre zone. Further, this lot has significant slope, a septic system, and a wetland onsite. As a result of these constraints,this lot has been for sale for 5 years(originally listed 10/2006)without an interested buyer. Each of these limitations are unique to this lot and create a significant difficulty for constructing a new home, and in fact,this lot is not buildable under the current city code. After spending a great deal of time and design work, we have created a proposed design that will minimize the negative effects of the constraints,but a variance and land alteration CUP will still be necessary to construct a new home. We have put our best foot forward and worked as hard as we can to come up with a � design that fits within the current aesthetic of the neighborhood. In short we are asking for a two things: a lot width and area variance as well as a CUP to re-grade the lot and construct a new building pad � The current lot area is 2.01 acres with a width of 165'. There is an existing home that has a non-conforming well and septic and is far from meeting cunent setbacks(Exhibit 1). The property to the south and east is a conservation outlot for the Cristofori Woods subdivision and the property to the west is a park,the property to the north is private property but mostly wet and unbuilda.ble. Due to these circumstances there is not an opportunity to add to the lot to increase the area and width. For this reason we are asking for a lot width and lot azea variance so that we can construct a new home. ;. Also, since this lot is less than 5 acres,the standard front and side setbacks of 100' and 50' respectively create a smaller than typical buildable area on the lot. Further, since this lot has a wetland on it,our low floor elevation must stay at least 4' above it to protect the home from flooding; this limits how low we can build this house. Since we are limited by the setbacks on where we can place the house, and the wetland by how low we can place the house, we need to place fill around the house to create a"house pad". In essence we are planning on moving dirt from the high spot on the site to the low spot,this means we are filling and raising the existing grade. Part of our CUP request is that we re-establish the existing grade so that we can construct a 2 story home on the lot per city standards. Since this will be a filled area, if we do not re-establish existing grade, our basement will be considered a"story"per city definition even though more than 75%of this basement will be underground. Please consider the following: -4 out of 5 homes within 350' are 2 story homes consistent in style to the home we propose(see pictures) - The walkout portion of this home is not and will not be clearly visible from any direction(see pictures) -Actual building height is not at issue, as defined,the height of this home will be less than 30' tall -Without this change in wording, it will not be possible to construct a typical"2 story home"which is currently the most common type of new construction home built in the Minneapolis St.Paul metro area(80%of new homes sold from 1/1/2011 in MSP area were 2 story homes) - We would like to construct a 2 story home with only a partial walkout, not the entire back of the home Summary of homes within 350' per Hennepin County Tax Data: Building Approx Dry House# Street Tvpe Lot Area Foundation Gara e Massin 45 Cristofori Circle 13/. Story 134,600 2260 1024 2.4% 50 Cristofori Circle 2 Story 427,116 3653 1012 1.1% 85 Cristofori Circle 2 Story 135,907 3470 2855 4.7% 165 Cristofori Circle 2 Story 114,127 2338 748 2.7% 145 Turnham 2 Story 258,995 1208 468 0.6% Proposed: 125 Turnham 2 Story 77,101 1500 750 2.9% _ R s „ - ExHieir 2 � / , ;��..} � - . , , r:x" '' WfT1.RND �`' / `,r, �_ � � �!y � / , x�(?. 4?b�. ��,�>��'`�? v' ��Y�� / iao• — — �,;. �,-„ / �. � � �� , � n � ?x+(` ^r `�'•. �S,!Sc �`, i �?',/�,">L ,y � ��y � � � _ I I � � 't �xen_a�� _� 1i � � �� . � � " � ,�, •�� . i ,. - sr�sacx — � ,.. � • This is exhibit shows the proposed home with the setbacks and drainfield. � ..................................... .... ........................................_......... ................... SE�BAGf�.......................9-�0 S F�3"�4'�'�"..................... ..............................................................................�- - -•- . ... . .._..:............................................................ .............................................................................. .............:.....�--�--.........._ _........_................ .........................-�----......_.........................:.....-9�5 '._.£'X�STING...Cf?OSS��S�'CTlol�............................................... ...............................................-........_..............................._... ......... ......_. ..........................._................................9�80 PROPOSED HOUSE ............................................................_... .............................. .................................................._..........._............._....................:... ............ ......................_.._...........,........._..._..................9 7,� ................... ..........•�----........-�---�---- ....... .._.............---......._............................._......................._........................._..__......:.............. ........::. ....._..._........_................._._..............................97-.p .......................................... .........._........................... ------................................._........................._...........-----.....:....--�--.................. ..........: ......_......_.__.....-�--�--........_._........................:.....9fr5 ............................................._.................. .--�--�---............................. .......... ... ... ....... . . .. ...... _. - - -�-�......................................... .... �-�- -�- �"APPAOX....WE7CAND°EL'E'V............. .........--�....................................................................... ................................................. ................................................................. . ...... ....................................._ .............................-J�5 .......................................................:.................. .................................:.............<.... ........:... ......_ ..........--�--..........._......_. .....................-�-5�1 .._...pRanasEa.--c�QSS..sECrco�.....................................�--...........................................-�--�--.._...........__......._.......................... .........................:. _.._................ ...........-�945 ...............................................................................................................................................................__..............:....._.................................. ....................................._................................940 This exhibit shows the existing steep slopes as well as the proposed existing grade . 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We are asking for a variance to build a typical 2 story home that is architecturally consistent with the neighboring homes and will not be visible from the neighboring homes for the most part. Approval of this will eliminate a non-conforming home and septic system ' as well as improve a wetland and wetland buffer. Our proposal is good for the city,neighbors,'and nature. �' l. �� . ' ' EXHIBI T � , . , , . ,-� ,- � � �_�„- , t ,� ,� :)f r`�. .i/ ��'�� / '4�j r// �l: �'L �L _JL. �{, . / � . �i� '� � I VJ'c7LAND 4,:.,^�,��'�� i / '' � � �..� � �.�.,��i �i �/ 'x. � .t.; � , �'�`';^�� , >C'i'`, '� ti ` %k'Y - ��a 1 � .� � fi��"' �� /� ' /�� .�� _ _ ' .� i.., i ♦ / i i.t/`�;, tm' r<',c,h;i'•x`��4'v4'r. �/ �i�. �i / � '= � YY i�f'�'y � ��srs� \�:1r'�,` ,. � �.�Y�� i� i i i� �` . � ,�.�,/ ,� . � i i i i � ��'57��'°.. 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I'// �� /� ^��\_ � �� / . �� \� � i• i � — �l / /�� —__.� —� � �y � �`_—� _�'' ' i Ji �� `� _ ��. � � � .i '1 i / � '� ' - � � �\ �� —�._—�� i�--� / /� . � _SEALt4, '_� �``-- — ��i �i �� —� / . //'&Cs'�, —.�. � � �L77'.I7f T ��.—� -i9� �� / / _ _ �'-- � ,��`�� --��/' �/ ��/'�'_ �I � � �� \� \ � ��1 ��/��' / . il � i� 6t757WG HlY(E`— �� 'r� �—\� -_— � � �i� �� , � . �J � ,�/ \� \`` `� \` ``` \� �/ J�/'/ --- i i / / / �` �� \_�.•� � / � i • � � � � � � i i9� ` � � �\ �\ � �, �� r�� _�� — --- / �� ' � ------. ��` � \` �\ . igt�.i '/gj6'� i �°' i� \\ `1 \\ \\ \ / /'. —�� 9�4 �—^875—_` \ \ \ \ \ / / / �—_._ __ �" _� �- � � \ 1 � �. .� .� / � ' ��'�� DEC 14 2Qi1 CITV OF ORONO d: *�.-�, . RUN DATE: 12/13/2011 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIS'1� PC Exhibit L 38 31-118-23 43 0601 38 3]-118-23 43 0002 38 31-118-23 43 0006 STATE OF MINN STATE OF MINN P R ASAO&J A ASAO 38 ADDRESS UNASSIGNED 38 ADDRESS UNASSIGNED 125 TURNHAM RD DNR REAL ESTATE MGMT DNR REAL ESTATE MGMT PHILIP R&JOY A ASAO AT1'N DEBBIE GURTIN ATTN DEBBIE GURTIN 125 TURNHAM RD 5(}0 LAFAYETTE RD 500 LAFAYEITE RD MAPLE PLAIN MN 55359 ST PAUL MN 55155 ST PAUL MN 55155 38 31-]18-23 43 0007 ' 38 31-118-23 43 0009 38 31-118-23 43 0011 P ASAO&J ASAO CITY OF ORONO DAVID A DETERS 38 ADDRESS UNASSIGNED 38 ADDRESS UNASSIGNED 145 T'C11tNHAM RD PHILLIP ASAO CITY OF ORONO DAVID A DETERS 125 TURNHAM ROAD PO BOX 66 145 TURNHAM RD MAPLE PLAIN MN 55359 CRYSTAL BAY MN 55323 MAPLE PLAIN MN 55359 38�31-118-23 43 0012 38 31-]18-23 43 0013 38 31-118-23 43 0014 J R MAYHEW&L C MAYHEW W F&E KNAPP J R&J K LESSER 45 CRISTOFORI CIR 85 CRISTOFORI CIR 165 CRISTOFORI CIR JEFFREY R&LYNETTE C MAYHEW WILLIAM F&EVELYN KNAPP . JOHN LESSER 45 CRISTOFORI CIR 85 CRISTOFORI CIR 165 CRISTOFORI CIR MAPLE PLAIN MN 55359 MAPLE PLAIN MN 55359 MAPLE PLAIN MN 55359 . y 38 31-I 15-23 43 0015 38 31-]18-23 43 0017 38 31-118-23 44 0004 W F&E KNAPP W F&E•KNAPP S S BERGERSON&A BERGERSON 38 ADDRESS UNASSIGNED 38 ADDRESS UNASSIGNED 50 CRISTOFORI CIR WILLIAM F&EVELYN KNAPP WILLIAM F&EVELYN KNAPP SHAWN S BERGERSON 85 CRISTOFORI CIR 85 CRISTOFORI CIR 2845 LITTLE ORCHARD WAY MAPLE PLAIN MN 55359 MAPLE PLAIN MN 55359 WAYZATA MN 55391 I CERTIFY THAT THE FACTS REPRES ARE AN A TE AND PRESENTATION OF INFORMATION AS IT APPEARS THIS DATE ON THE CO O H IN CO TY AXPAYE RVICES DEPARTMENT. DATE: BY 1R�CEIVED DEC 14 2011 CITY OF ORONO David A. Deters 145 Turnham Rd Maple Plain, MN 55359 952-473-2698 To: Orono Planning Commission Re: Land Use Application#12-3539 To Whom It May Concern: I am writing to voice my concerns over the application referenced above. I have three items I would like to specifically address with regard to this building project. First, would be damage to the shared driveway during the demolition and building of the home. The shared driveway is gravel and is often very soft during the Spring thaw as well as during very wet weather. Any use of heavy vehicles or machinery on the driveway will result in damage including ruts and erosion. Second, the damaged culvert between the properties, on the property in question, is no longer adequate. Because the culvert is exposed on the topside,plowing of the neighboring property has resulted in the top of the culvert being ripped open. Heavy vehicles and machinery will further damage the culvert and result in water runoff onto my property. Lastly, during winter months the culvert has been problematic for years because it freezes shut during the winter months. The result is a diversion of water during winter/spring snow melt and heavy spring rains onto my property from the adjacent property referenced above AND the adjacent city property. The driveway and lawn can look like a lake. Although I am not apposed to the application, I would ask for these issues to be addressed and/or resolved prior to the beginning of demolition/construction. Respectfully yours, David Deters , ,` Y .� . ER.' •,...- Date Application Received:12/14/11 � Date Application Considered as Complete:l2/27/11 60-Day Review Period Expires: 02/25/12 To: � Chair Schoenzeit and Planning Commission Members Jessica Loftus, City Administrator From: Melanie Curtis, Planning&Zoning Coordinator �,� Date: 12 January 2012 � Subject: #12-3540, Charles&Paula Truwit, 1105 Ferndale Road W ■ Variances and Conditional Use Permit ■ Public Hearing . ------------------------------------------------------------------------------------ Zoning District: LR-1A Single Family Lakeshore Residential, 2 acres/200' Lot Area: 27,519 square feet(0.63 acre) ,,. Lot Width: defined width 0 feet A� Application Summary: In 2009 CUP and variance approvals were requested�by the property owner in order to redevelop the property for sale; the approvals were granted. The 2009 approvals have been subsequently extended and remain in effect until June 28, 2012. A different party, the applicants, have an interest in purchasing the property and wish to modify the existing approvals. The applicants request the following approvals in order to construct a new residence on the property: 1. Lot area and lot width variances; 2. A side yard setback variance to allow maintenance of the existing 5' setback from the southeast side property line, 3. 75' lakeshore setback variance to allow a 10' setback on the west corner of the home and a 13'setback on the southwest to allow a new deck; • 4. A hardcover variance in the 0 to 75 foot zone to allow 10,490 square feet (38.1%) where 9,285 square feet (33.7%) currently exists and 8,899 square feet hardcover (32.2%)was previously allowed (Resol. No. 5841); and 5. A conditional use permit to rearrange the floodplain on the property. Staff Recommendation: Planning Department Staff recommends approval as noted on page 6. Pertinent Zoning Ordinance Sections 78-305 Lot Width,Area and Setback 78-966 Land Alteration 78-967. Exception ' 78-1279 Lakeshore Setback 78-1286.Topographic alterations/grading and filling. 78-1288 Hardcover 1 � � 12-3540 • 12 January 2012 Page 2 of 6 List of Exhibits - ExhibitA. Application Exhibit B. Practical Difficulties Form • Exhibit C. Applicants' Narrative Exhibit D. Hardcover Calculation Worksheet Exhibit E. Existing& Proposed Hardcover Plan Exhibit F. Grading and Flood Plain Mitigation Plan Exhibit G. Landscape Plan Exhibit H. Building Plans Exhibit 1. City Engineer's Review ExhibitJ. Email from Steve Christopher @ MCWD Exhibit K. Resolution No. 5841 with Exhibits Exhibit L. Previously Approved Site Plan (Resol 5841) Exhibit M. Previously Approved House Elevations (Resol 5841) . Exhibit N. City Code Sections Exhibit 0. Excerpts from MN§462.357& MN Rule 6120.3300 � Exhibit P. Aerial Photo Exhibit Q. Area Map Exhibit R. Property Owners List , Background The existing house was constructed in 1950. It has the appearance of a rambler although there is a room over the garage. The screen porch on the northwest end of the house was added in 1984. The entire property is situated within the 0 to 75 foot zone;the property's dock is located within the lagoon. In 2009, the property owners applied for and received approvals from the City to redevelop the subject property in order to make it more saleable. They have since received annual extensions of those approvals from the City thus keeping the approvals active. However they did not proceed with the permitting process with the MCWD for the floodplain mitigation at that time. The applicants, Chip and Paula Truwit, have an interest in purchasing the property and - with the exception of a few cosmetic changes to the home, grading changes and hardcover additions/adjustments to the property — they wish to build what has been previously approved. They propose to slightly increase the size of the proposed footprint 19 square feet over the previous approval (49 square feet over existing).The proposed home consists of 3,409 square feet (12.3%) of structural coverage. A second floor continues to be proposed over a portion of the house, although the applicants are proposing to move the 2"d story to the west for a more central location. Although more massing closer to the lake, the change results in less massing against the adjacent neighbor. Also requested is an increase from 32.3% approved hardcover to 38.1% hardcover within the 0 to 75'zone. a :� ` 12-3540 12 January 2012 Page 3 of 6 --------------------------------------------------------------------------------------- LOT ANALYSIS WORSHEET � Lot Area/Width: LR-1A Required Actual Lot Area 2 acres 0.63 acre Lot Width 200 feet 0 feet �� Setbacks• LR-1A Required Proposed � Lake(west) 75' 10' � Lake (northeast) 75' 42' Southeast Side 30' S' Structural Covera�e: Allowed Existing Previously Approved Proposed ' Structural Coverage Structural Coverage Resol. No.5841 Structural Coverage 4,128 s.f. 3,360 s.f. 3,393 s.f. 3,409 s.f. 15% 12.21� 12.33% 12.3% Hardcover• Area within 0-75' Allowed Existing Previously Approved Proposed Hardcover Zone Hardcover Hardcover , Resol. No.5841 Hardcover . 27,519 s.f. 0% 9,285 s.f. 8,899 s.f. 10,490 s.f. 33J% 32.3% 38.1% (2,215 s.f.was required to be "pervious") --------------------------------------------------------------------------------------- Lot Area&Width Variances Excluding the area below the OHWL of Lake Minnetonka the lot is 27,519 square feet or 0.63 acre in area. The LR-1A zoning district requires a minimum of 2.0 acres. Further, due to the peninsula-like lot shape, the property has a defined lot width (distance between lot lines at the 75' lakeshore setback) of 0 feet. The LR-1A zoning district requires 200 feet of width. Because a hardcover variance is requested which exceeds 25% total for the property, the nonconforming provisions in MN §462.357 do not apply; variances for both lot width and lot area are necessary in order to rebuild on this property. Side Setback Variance The proposed house will be located as close as 5 feet from the side lot line. This is consistent with the existing home. The LR-1A zoning district requires a 30 foot side yard setback. The setback between the proposed home and the adjacent, neighboring home will be 20 feet, consistent with the way it exists currently. . ! � 12-3540 12 January 2012 Page 4 of 6 Lakeshore Setback Variance The house is proposed to be set back 10' feet from the lake at its closest point(the western portion or sunroom); the shoreland regulations require a 75 foot setback from the OHWL of the lake. The applicants are also proposing to construct a deck. A 686 square foot patio currently exists on the lake side of the home approximately 8 feet from the lake at the closest point. The applicants' " proposed 687 square foot deck has been located slightly to the east, away from the lake, and will be 13 feet from the lake at its closest point. ' Hardcover Variance Hardcover in the 0 to 75 foot zone was previously approved at 33.2% (a reduction from the existing level of 33.7%). Resolution No. 5841 allowed 8,899 square feet of total hardcover but stipulated 2,215 square feet of this hardcover must consist of pervious materials to be used on the driveway, sidewalk and the patio should it need to be replaced/repaired. The applicants are currently requesting 38.1% hardcover; 1,591 square feet above the previous approval total. For simplicity . . sake, this report will not differentiate further regarding the pervious hardcover allowed via the , previous approval and will refer to all hardcover as simply hardcover. The applicants' proposal reflects an increase in the driveway area of 1,614 square feet, most of which is accounted for in the circle turn around shown on the proposed hardcover plan. Conditional Use Permit Due to the flood plain mitigation proposed on site the Minnehaha Creek Watershed District(MCWD) • regulations require the new house to be elevated to the District's regulatory flood plain elevation (RFPE) of 933.5. The City's RFPE is consistent with the DNR's rule of only one foot of freeboard (932.5') which is one foot above the 100-year flood plain.The driveway is within the 100-year flood plain elevation and must be elevated also. Since the driveway area to be filled is within the floodplain, MCWD regulations require the floodplain be expanded elsewhere so there is no decrease in flood capacity. Since the earthwork will take place within the 0 to 75 foot zone and exceeds 10 cubic yards a conditional use permit is required. The previous application contemplated elevating the new home on fill and an analysis was conducted which resulted in a flood plain setback variance. It has been determined that the proposed home is not located within the 100-year flood plain and therefore the fill used for the home's foundation is not considered "fill to elevate the home out of the flood plain" and therefore not subject to the 15' setback from the 100-year flood plain elevation. The MCWD's requirements still apply. ' � . The proposed mitigation grading appears to result in tree loss. Combined with the additional circle driveway proposed and the very substandard lake setbacks on all sides it makes screening the proposed structure from the lake quite challenging. Additionally, the proposed hardcover on the property and it's proximity to the lake offer little to no infiltration opportunities on the subject property. The Planning Commission should discuss with the applicants where appropriate screening opportunities exist and possibly require a vegetative screening and buffering plan. 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. ' ,� `y � . � 12-3540 � 12 January 2012 Page 5 of 6 Practical Difficulties Analysis In considering applications for variance, the P/anning Commission shall consider the effect of the proposed variance upon the health,safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. The P/anning Commission shall consider recommending approval for variances from the litera/provisions of the Zoning Code in instances where their strict enforcement would cause practica/di�culties because of circumstances unique to the individual property under consideration, and shall recommend approval only when it is demonstrated that such actions will be in keeping with the spirit and intent of the Orono Zoning Code. With respect to the proposed redevelopment of the property and the minimum variances necessary to do so (lot width, lot area, setback and hardcover) staff finds the applicants are proposing to use the property in a reasonable manner but cannot do so under the strict interpretation of the City's Codes. With respect to the hardcover level currently requested, staff questions the desire to increase so significantly over the previously approved level. The 2009 variance afforded the properry adequate access and a considerable footprint in light of the proximity to the lake. Additionally, the proposed deck, approximately equal in square footage to the existing patio will offer greater infiltration opportunities�beneath, yet will be more visible and offer limited additional screening opportunities from the lake. The lakeside deck could be reduced in size and scope and still provide outdoor living space. The current proposal, in staff's opinion, is overreaching with respect to hardcover. The lot was legally created prior to the adoption of the current zoning standards and the current - home already existed when the current standards were adopted. The size, location and other nonconforming circumstances are unique to the property not caused by the landowner. The third factor in considering practical difficulty is assuring the request is in keeping with the character of the neighborhood and adjacent properties.The Planning Commission should determine if the requested variances will alter the essential character of the locality. The footprint of the proposed home is generally consistent with the existing home. The proposed home will be taller and have greater mass than the existing home. It will become more visible when viewed both from the lake and Ferndale Road West, however not necessarily more so than the home which was previously approved. The adjacent house, 1101 Ferndale Road, is two stories. It was constructed in 1996 to replace a single story house. It has a peak height of 32 feet and a defined height of 26 feet. The proposed house would have a peak height of feet approximately 35 feet and a defined height of 29 feet;conforming to Code,yet slightly taller than previously approved. The subject property and 1101 Ferndale Road appear to have once been one parcel. The original lot line between the houses was a straight line. It was rearranged to its current odd configuration, apparently to accommodate a chimney on 1101 (now gone) and a parking canopy on 1105. If the side setback variance is approved, the houses would continue to be about 20 feet apart. The setback from the property line for 1105 varies from 5 feet to 13 feet. The applicants' proposal contemplates a second story located centrally on the new home, farther away from the 1101 , property. � r" ,: � 12-3540 12 January 2012 Page 6 of 6 Issues for Consideration � 1. Does the Planning Commission find that that the property owner proposes to use the subject property in a reasonable manner which is not permitted by an official control? Is the level of hardcover proposed zone reasonable? 2. Does the Planning Commission find that the variances, if granted, will not alter the essential character of the neighborhood? 3. Does the Commission find it necessary to impose conditions in order to mitigate the impacts created by the granting of the requested variances? Buffering, screening, etc? 4. Is the hardcover level proposed supported by practical difficulties? 5. Are there any other issues or concerns with this application? Staff Recommendatiorr Planning Department Staff recommends approval of the conditional use permit subject to the applicants receiving the appropriate permits from the MCWD. Copies of these permits must be � provided to the City prior to City Council review of the application. Staff also recommends revisions to the proposed landscape planting plan which includes trees and a vegetative, lakeshore buffer to �'"' mitigate stormwater and offer screening within the southwest lakeshore area (i.e. in front of and around the proposed deck). � Planning Staff recommends approval of the requested lot width and area variances; approval of the side setback variance allowing a 5-foot setback as proposed; and approval of lake setback variances and some level of hardcover variances. However staff recommends approval of a hardcover variance level consistent with the previously approved level at 8,899 square feet, (with or without the "pervious" element). The applicants should provide revised plans for the Planning Commission's review which reflect a reduction in hardcover and a landscape plan which better addresses infiltration as opposed to primarily sod on the main lake-facing lakeshore (southwest) portion of the property. The applicants should also be requested to consider trees or shrubs in the southwest lakeshore area as a screening element. l '� ' s • ' . PC Exhibit A l � � City of Orono � ; � � Variance Application Street Address: Application# Z�� . �0� 2750 Kelley Parkway Date Received: I( Orono, MN 55356 ' � 0 Staff: (�/l� ��i�/\ . Main: 952-249-4600 Fee: $700 � � fax: 952-249-4616 Renewal: $350 �'.�, �ti`S' , MailingAddress: After-the-fact: $1,400 Double Fee j �`�'EBH��'� P•O. Box 66 Escrow Fee: $600/$2,500 Crystal Bay, MN 55323-0066 ' . � , ' - ` This application form must be completed in full. Applicant will be notified within 15 days as to the status of the application. Incomplete applications will not be placed on Planning Commission Agendas. PROPERTY INFORMATION: ,_�� ; SiteAddress: /�0 S ��I��✓D� �/�D 8f y Property Identification Number(PIN): 2- !I'�• 2 ° ? • a a Date Property Acquired (month/year): � �z ❑ Yes, I own the adjacent parcels. Zoning District: APPLICANT INFORMATION: (Complete legal names and marital status required for each interested party) . Name: �NA�LLd� �, j�uc,J, � s P/�ul.a �� P�C�� !✓u�l�� L G��/e'� Phone (home): QS'Z - � -� %9�l Phone (work): d�a -,� ? - 3°�`/ I Complete Address: 3�� breNa�c� 26�,� ��rr7 City, State &ZIP wAy�A��a , ��N -�q � Email: �rww:�- � ccm r� , �,'L�. Fax: 6i 2� pY• S ��y!/I,(3v�revt� -I-I bdi�-taw� �1•�,�•� . OWNER INFORMATION: (Complete legal nam s and marital tatus required for each interested pa y) Name: 66'�� N, l'��Ge �u�'�' .�-�w�� /�it� 6� � � � �r� � � Phone (home): Phone (wor ): � Complete Address: � City, State &ZIP -�� Email: � Fax: � � DESCRIPTION OF REQUEST: ' Describe the request in detail (attach additional sheets if necessary): � � i ./�C G� Gl�.� � � . - 12 - f t REQUIRED SUBMITTALS: ; All of;the foilowing information must be submitted by the application deadline date in order for your i application to be processed. � �. , �,�.�„sw...+ �.:sr ran�p?..�r a ��i.ztu�e .r -,c�.vy�'`�x?° r.ax.-^`u''"j�`+� .. +�s r<� k-„�.z.� ni x. ; �`1i ��f z..�"y^d t1R�� Frt�� s' � �'s:'��p t+t�� i;s�.;,,e.i r'i ��5 1 7 �� j�+{'k� �:.}e '��„T"t; g^��3e��EY.d -a-.�r i�a h�s,r �:x 3kN ,t �i S+�y #.�' � s � F � �v,n rt ty�� ,,��,,tt �� p 'r3�.,,, r # �� ', �"3 .e � �, � � ��. _ - �)i:i'�'i��}Zr��a��'.��w..�x.w��+�'.�1��*`+.��4��T1:i+1.R.�aHT�,�R'�.�r��T..R�:�'��.�.'��'.5�.'.�1)4 ❑ t ❑ Escrow A reement si ned � . .. , :. • � tt n.,�� u.�css..�.:�� -:--.� i +4-��,-��- �'t -�+. . r ;,. _..� F�:. . , ��A�: ��. - ��u�r��red��- � � �� -� ��,�4�.�-�� --��.��. ::: �� .x».�-=>��-�-��o��-.��.�;. :�,.�.;::�� -��.,..._». ❑ ❑ Pre-A lication Form � �� ^�x. :saa-.. »F� _. a' y��1�: � �£r, 'T� .. -�_�� az �-_i ^n� �$a:�::i�`3t.-�ii}' -�`?;�Sr k.�,�., . ... �-�•' �,�.r.. x��'� � .�I��O(la�D:tt�1a..� ,. � �� . _ : t+k r�* � s �� . ��Y - .,.:,. �- ._.�,�h ?�':.h+^+'�u=;rr.�r .?�., ,�: ❑ ❑ Practical Difficulties�Documentation ' ... . . . . � , -- ,...�; . .._ -w.�+��p �.•;. '�`'�' pH .�( }+t1....� �r��x�,, �,,�kR, �..� ..,,;��,��.i. .-;yY �+°� 2�-��-�+...'�.-� ' ' �` �tt ..._�. ..�.. �.,.�i�.��'B�'tiCc:.. . .:., . .+.*�.'4��!:�.�.aF��l�8�.`r..£ia��:wn":atS'uT.'cT....:�._�,_.,�..-t,�.. i.r:...c,4C.c.cert,�z-l;Y:�.� +r?i.ri'. � � � e 6- r - � r�sy- ❑ ❑ Surve meetin ALL re uirements shown on a es 5`- 6 �� 'Q ,:�a�Pq��T S��'��a�,��r�.��i�� .�::'r''ig � ' '��ri��..�.��;y�i�.,..>u �. ,�. i 3, ,��..r_ .�_. �..-.a....: ❑ ❑ Hardcover Calculation s � �.. ', ^ •�� y 1.,}.ay'c'�., t..uciL� �}a ��+.+�-�y �Ti ..�}'� R�p 7{ TL'� w k-i. ��.�.ri uxx�] y"k i �i a.is;� k a,..��..,�,n �_c� .;.b.. # . . .. - .. �i+.Ni� .-,� 1�4� rJW��J,��i,iY��:1�01'�.I 4G DI.��:�.i��y..��;G�r-.� _.1 yi.� �.:..t1 �i�s�.� ' ] ;•W,�:..�wMi!. • ❑ ❑ Wetland Delineation � ��, a j ` -_ ��''i�� _:�'��i1ttl�BU�F2�.r,��_v._al.Ue'��oll�:`��' r.:�.�'��.-'�z��.�±�:.�-�.:�v '��'rr i��...�.�=:`x��y ❑ ❑ Buffer Im rovement Plan � �.:a,., �, ❑"y,;�°.,+��. '. ��s.. y� �< �r skr+��,i��'� i �� '��. �r-.� �,..,�- �, .. �r � r ,. " " ,.0� �"i t"�= �``.S��.i '�...'�."�::^c�.c `"'� .. a a.��i�`��.�i3::�1: �.,s�r.�a.. �:�� .. � r -=a .a: = �'-. 7-�s.c.w:� -�c.. ..:F:.:r:_+}:tt�..',�.a.0 4�... �3r.,._.��ti...!'i...£:� ix ' APPLICANT AND/OR OWNER: Agree to provide all information required or requested by the Plannirig 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 submltting a complete application being aware , � that upon failure to do so, the staff has no alternative but to reject it until it is complete or to recommend the request for denial of the request regardless of its potential merit. Acknowledge the Escrow Agreement is completed and signed. � The Owner hereby acknowledges and agrees to this application and further authorizes reasonable entry onto the property by City Staff, consultants, agents, Commission and Council Members for purposes of investigation and verification of this request. ; ; Applicant and/or Owner acknowledge they must be present at all scheduled review meetings of the Planning Commission and Council. If an applicant and/or owner is unable to attend a scheduled meeting, , ' please make arrangements to have an authorized representative attend in place of the applicant/owner and • advise the City Planner assigned to your project. • Some or all of the information that you are asked to provide on this application is 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. Confidential data is information which generally cannot be given to either � ; the public or the subject of the data. Our purpose and intended use of this information is to annually update ; � our records and records of other governmental agencies required by law. If you refuse to supply the ' � information, the application may not d. ; , ' � Applicant's Signature: � Date: /2 ' �y� /) : Applicant's Signature: ' Date: �d . � y'• // : Owne�'s Signature: Date: Owner's Signature: Date: ' - 13- . . _. � 'i i .. . � . , _ _ i � - � � George!K.Bagley ' . . , • � 1�k7Slice Drive . ; , � 5tarnfiord;Connecticut 06907 ' . November 23,2011 • . � � � . To tlUhom It May Concern: � - � As owne�tif a.prnperiy�t 1105 Femda(e Road W„Wayzata,:MN,I.autFiorize tltlr..Char�es TruwiC&Ms. � : Paula..Pieard as contract purchasers.ofttiis prqperly,to�re-appiy for a variance�reviuuslygrarrted for � . ;this:p�o�ierty b.y�the�MinneEiaha D�Strict V1�atersh�d. � .. . • . . . . � iaa� . . . t . . . _ . N . . . � . • - . � j � As.P � 1 i�ep , r�' e . � ' � • . ^ i � Ra�ph�cottBagle��state � - . . � . � - . � _ . . , . . . 4 . � ' � � . 1 � � . � . . ' . . : . � �� ( .. . � � � � . , � j � . . � , . , . . i � � � � � � � . � . � . � . . - ; � . RECEIi/ED . � � � ' � � DEC 14 2011 . � . � CITI(OF OF��@ �. . . .._. __ .... _._.. ._ . .... .... ..: .....� ... .. .. ..�.... ._.. ..._... ..._.. ., .�. ._ _. . �, ; PC Exhibit B PRACTICAL DIFFICULTIES DOCUMENTATION FORM This form is a �equired submittal for ALL variance applications. An application will not be considered complete or placed on any meeting agendas until this form is complete and submitted to the City. Minnesota State Statutes Section 462.357, Subdivision 6(2) requires that practical difficulties be demonstrated in order for a variance to be granted. The di�culties must be unique to the property as variances run with the tand and not the land owner. Personal and economic sifuafions are not considered valid practica/di�culties. In order � for an application to be heard by the Planning Commission and City Council practical di�culties having merit must be demonstrated. HOW DO I PROVE A PRACTICAL DIFFICULTY? This form has 12 points outlining the basis City staff uses to determine if practical di�culties 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. PJease address each of these difficulties 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 peRnitted by the Zoning Chapter.' • v.A•t. � /1.4.we�.: ` w; cV � . . , f�,QacrS 2. "The plight of the I ndowner is due o circumstances unique to his property not cr ated by the landowner.' � _ �� ' �..�.,,: 3. "The variance, if granted,will not alter the esse tial charac er of the locality." ' � � �� . 4. "Economic considerations alone do not constitute practical di iculties if reasonabte use for the property exists under the terms of t e Zoning Chapt�." �� 5. "Practical di�culties inclutle, 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, Sec�t�on 116J.06, Subd. 2, when in harmony with this Chapter:" G�l� 6. "The Board of Appeals and Adjustments or the Council may not permit as a variance any use that is not allov�e�d under this Chapter for property in the zone where the affected person's land is located." I�l' � RECEIVED - �5- DEC 14 2011 CITI(OF OR��J� r , 7. "The Board or Council may permit as a variance the temporary use of a one-family dweiling as a two-family � ��g„ S. "The special conditions applying to the structure or land in question are peculiar to such property or immediately djoin' property." � � �P4 _ � ` 9. "The condifio do rlo�apply gener y ta oth r land or structures in the istrict in whic�id I nd is locate� !/L� • � � 10. "The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant." . . � . �� 11. "The granting of the proposed variance will not in any way impair health, safety, comfort, morals, or in any other respect be contrary to the intent of the Zoning de.° —T' � � .�,`, � �. , 12. "The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate dem nstr ble difficulty."� - � . .. Practical Di�culties Statement Should you feel the practical difficulties cannot fully be described in the ab�ve criteria, describe the practical difficulties preventing compliance with Zoning Ordinance requirements in the following lines (attach additional sheets if necessary): REC�II�ED � - �s- D;EC142011 ��oRONO � i: , t ' � PC Exhibit C 6 , ATTACHMENT TO VARIANCE AND CUP APPLICATIONS Description of Request for 1105 Ferndale Road West 1. The existing house on the property has deteriorated into disrepair and needs major renovation. In June 2009 the City Council adopted Resolution No. 09-3395, granting five variances and a conditional use permit to permit the construction of a replacement residence on the properly. The plans submitted as part of the 2009 application and approved call for: (a) Demolition of the existing house; , (b) Building a new single-family dwelling with two stories rather than one story, substantially retaining the existing foundation, adding to the existing foundation in order to elevate the house at least 2.5 feet and also elevating the garage and driveway for floodplain purposes; and (c) Mitigation measures, including a lakeshore buffer,permeable driveway material, silt fencing and planting of new trees. 2. The new plans submitted by applicants conform substantially with the 2009 Plans, retaining each of the foregoing features for a proposed house very similar in square footage and volume to the 2009 Plans. The primary changes in the 2011 Plans are: (a) Addition of doorways on the south side of the house to restore lakeshore access, a simple but essential feature missing from the 2009 Plans; (b) Replacement of the nonconforming, impervious patio between the house and the lake with a permeable deck,increasing the lakeshore setback by 4 feet and providing access from the new doorways as well as a modest seating area; (c) Expansion of garage width from 30 to 34 feet,to adequately accommodate 3 cars; (d) Reorientation of new second story to center of house, away from easterly lot line and neighbors'house, increasing privacy for owners of both properties; (e) Minor reconfiguration of north face(move ent�y slightly to west and remove north porch and much of walkway); and (� Removal of several small hardcover components on the both the lake and the lagoon sides. 3. The 2011 Plans also include two changes to the driveway for reasons of safeiy and practicality: (a) The north line of the driveway will be extended northerly several feet in order to relieve the very tight turning dimension outside the garage in the 2009 Plans. Floodplain mitigation has required that the garage and the driveway be raised, � resulting in the 2.2-foot high retaining wall in the 2009 Plans. The danger of backing over this wall,particularly at night or in icy conditions, is very real and . can be substantially reduced with this small adjustment to the 2009 Plans. r^ ' . l r V N (b) A "teardrop" iurnaround has been added to the western aspect of the driveway. This feature addresses practical difficulties with the existing driveway and the 2009 Plans --namely,the lixnit of two visitor parking spaces and the need for drivers to back into the neighbors' driveway to turn around in order to access West Ferndale Road. (c) A new rain garden is included in the 2011 Plans as a mitigation measure. 4. It appears that the hardcover variance in the 2009 City Resolution is the only one of five variances which applicants need to mod.ify. Existing hardcover on the properry is at 33.7%. The 2011 Plans will increase hardcover very modestly to 38.1%,largely due to the driveway teazdrop. Despite this small increase,the proposed hardcover is dramatically less than the 54.9%hardcover approved by the City for 1101 Ferndale Road West, adjoining to the east. � ,� � ; PC Exhibit D i � • Address: �1�D� /��N•r?'4�,�- ��, l�s.=S7 Date: ��Z'7 �j( , Prepared by: ��C'�Y S' .C.��-�- , n �-� , HARDCOVER CALCULATION WORKSHEET SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' 500-1000' � EXISTING'HARDCOVER INZONE ? A. House x = 3�h�Q S.F. . ' � -�- Length � Width X = ��- s.F.(��,�,�� ; x = S.F. i B. Garage x = S.F. C: Driveway x = �.�.�� S.F. � •x = S.F�. � D. Sidewalk x' = r3? S.F. •x = S.F. E. Patio/Deck x = G�1S��v S.F.�� , _� x' _ / % '?s S.F. �G�C F. Landscape x = S.F.. Underlain J��'- x = S,F.. By Plastic x = S.F. . G. Retaining Walis z = � �/ S:F. H.Other�C'o�reR�7�� x = ��d S.F. ` i TOTAL.HARDCOVER IN.ZONE - �-YS� S:F. A TOTAL PROPERTY AREA.IN ZONE - 2!,Sf ,�-S.F. B A 9��`S' + B �7,S j`� x1o0 = 33 •7 '�a PROPOSED HARDCOVER 1N ZONE(including ez'istin.g hardcover to be retained) r . � A. House x = �S �� S:F. -� Length � Width X = T� S,F�P��r° f�+uS�� x = S.F. B. Garage , x = S.F. C, Driveway x = -�� S.F. x = S:F. � D. Sidewalk x = J�Sf S.E - X = S.F. E. Patio/Deck x = �� S.F.�p�S�' 1 X _ ,/f 3 S.F ,L.�v��►� F. Landscape / z = S,F. Underlain �/� x = S.F. By Plastic � x = S.F. .G. Retaining Waiis x = �� S.F. H.�fher x = , S.F. TOTAL HARDCOVER IN ZONE - /0�� S.F. A , TOTAL.PROPERTY AREA W ZONE - 27. 5�/1 S.F. 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I I� �� I �I � I I �I II ' ' I' � � �I I I I � �I � I � i � �� g3 � I jl � I � � I li h � I I' I I I I f I1 � i �I ' i � � i i l r�_ — � d LY �y------ ! � �; � ,J � � , � � � � � � � , ' � � � �, , � � � � � � � � ii� a i � --------- y i; � L� � I I l � ' ' � � I II � � i � , ,; � � � � � �� ii � �� ii � � � �� I I i i I �R I I � I I r_�__ � i I I' � �'11 � � � II LY__ �� I I � �� &y � I �I I � . � N'� I I I , I li �r I I � I 1 I II C � � � 1 I' I � � ii i II II� �r--- ' 0 � ' ---�-------- z �r--- I I � �� ii ; � � i il � � � I i i — — — II II II � � II �� 1 1 � d g ii d � �� i i � �� . � ! � � �� i � � � � � ; a §o � � � � � � � � � � � � � �;, ; � � � ; ; ! � � � � � � � ii � � � � �� z � � i � II ' ii ' s � ---- ,. � � s�� ------- i i � �� . � . i . c� � � �� - : �� s � � �� - � z �� ' �� A� � � . � t ) PC Exhibit I Stantec Consulting Services Inc. �, 2335 Highway 36 West ';y� St. Paul MN 55113 Tel: (651)636-4600 �� Fax:(651)636-1311 5�11��C January 9, 2012 Melanie Curtis , Planning &Zoning Coordinator City of Orono Post Office Box 66 Crystal Bay, MN 55323 Re: 1105 Ferndale Road W File No. 193800284 Plat No. 12-3540 Dear Melanie: - We have reviewed the plans for the proposed house and grading plan for 1105 Ferndale Road W. The pians are dated 12-14-11. We have the following comments with regards to engineering matters: • It appears the proposed project is properly mitigating floodplain impacts. The Watershed District should also review floodplain impacts and require a permit. A copy of he approved permit should be submitted to the City prior to building permit approval. • A note on the plan indicates that no work will occur below the OHWL of 929.4. However, the proposed contours indicate grading will occur to 929.0. This discrepancy should be corrected. • It appears the floodplain calculations were based on a driveway elevation of 930.5 as indicated by the contours. If the driveway is to be raised any higher than this, it will affect the floodplain fill volume. If the driveway is proposed to be any higher than 930.5, revised floodplain mitigation calculations/plans should be submitted for review. • The current plans show a looped driveway section. From a hardcover and�stormwater perspective we would support the previously submitted driveway plan for this property dated 2-10-09. This provides for adequate vehicular movements and minimizes hardcover near the lake. • The area of current Lake BufFer(as shown on the Grading and Flaodplain Mitigation Plan) contains turF with some trees. The turf within the Lake BufFer should be removed and the area of the buffer should be seeded or planted with native vegetation to help filter the water prior to discharge to the lake. • It is recommended that the soil mix for the rain garden is compost(30%) and sand (70%) with no top soil. Top soil, even in small amounts, has been found to prevent rain gardens from infiltrating. • The applicant should indicate the proposed plants, size and quantity to be used in the rain garden and Lake BufFer. It is recommended that herbaceous plants are included to help filter the runoff. • This project will disturb more than 100 CY of material. Sediment and erosion control information meeting the requirements of Orono's City Code 79-7(c)(2) must be submitted. The minimum $2000 sediment and erosion control financial security should be required of the owner for this permit. C i . �l`�. 1105 Ferndale Road W 12-3540 Page 2 of 2 If you have any questions, please contact me at(651)604-4894 or darren.amundsen(c�stantec.com, Sincerely, Stantec �,---- � . Darren Amundsen cc: Chris Mattson � � PC Exhibit J ' Melanie Curtis From: Steve Christopher[SChristopher@minnehahacreek.org] Sent: Thursday, January 12, 2012 1:15 PM • To: Melanie Curtis Cc: truwit@gmail.com Subject: 9105 Ferndale Melanie, We received an application for the proposed single family home at 1105 Ferndale Road in Orono on January 10,2012. The project meets all requirements for Erosion Control and Floodplain Alteration and the only remaining item is the 14- day public notice.The District will be sending out the postcards this week complete the application. Please let me know if you have questions or concerns. Steve Christopher Regulatory Program Manager 18202 Minnetonka Blvd. Deephaven,MN 55391 Direct: 952-641-4506 ... � Office: 952-471-0590 Fax:952-471-0682 www.minnehahacreek.ora --••-� MINNEHAHA CREEK WATERSNED OISTstICT 1 //�� .°r72Gf'C��- ��l'G� � ' '� �y ,'., � � �� PC Exhibit K � ��`�'��`�4�;t�:.a�: ' Doc No T4669043 Certified, filed and/or recorded on 7/21/09 4:00 PM Office of the Registrar of Titles Hennepin County, Minnesota Michael H. Cunniff, Registrar of Titles Jill L. Alverson, County Auditor and Treasurer Deputy 45 Pkg ID 556312 Doc Name; Resolution Document Recording Fee $46.00 Document Tofal $46.00 Existing Certs New Certs • 645075 � =t- , � This cover sheet is now a permanent part of the recorded document. � 1 \ � . � � � (� �(5 0 7.5 A RESOLUTION GRANTING VARIANCES • TO THE ORONO,MINNESOTA, CITY CODE SECTIONS 78-305, 78-1279, 78-119 AND 78-1288 AND A CONDITIONAL USE PERMIT FOR LAND ALTERATION � WITHIN THE LAKESHORE SETBACK FILE NO. 09-3395 � � � ; � � " �� O � � , o � O - � C ITY of ORONO � - .��. � . ti ti � RESOLUTION OF THE CITY COUNCIL �L�.k og'�G , N�. 5 $ 4 �1� . ESII A RESOLUTION GRANTING VARIANCES TO THE ORONO, MINNESOTA, CITY CODE SECTIONS 78-305, 78-1279, 78-119 AND 78-1288 . AND A CONDITIOl\TAL USE PERMIT FOR LAND ALTERATION WITHIN THE LAKESHORE SETBACK FILE NO. Q9-3395 . �. WHEREAS, The Estate of Ralph Colt Bagley (hereinafter "Owner") is the owner of the property located at 1105 Ferndale Road West within the City of Orono (hereinafter "City") and legally described as: Tracts A and C, Registered Land Survey No. 902, Files of Registrar of Titles, County of Hennepin and Tract A, Registered Land Survey No. 441, Files of Registrar of Titles, County of Hennepin, expect that part ernbraced in �Registered Land Survey No. 902, Registrar of Titles, County of Hennepin. Hennepin County, 1Vlinnesota(hereinafter"the Property"); and - WHEREAS, George N. Bagley is the Personal Representative of the Owner; a11d WHEREAS, George N. Ba�ley has made application to the City for variances to Orono Code Section 78-305(b) to construct a replacement residence on a lot with an axea of 0.63 acres and a defined width of 0 feet when 2.0 acres and 200 feet of width are required; and WHEREAS, George N. Bagley has made application to the City for variances to Orono Code Section 78-305(b) to construct a replacement residence on the Property with a side setback of five feet when a 30 foot setback is required; and WHEREAS, Geor�e N. Bagle.y has made application to the City for a variance to Orono Code Section 78-1279 to construct a replacement residence on the Property with a lake setback of 12 feet when a 75 foot setback is required; and WHEREAS, George N.Bagley has made application to the City for a variance to Orono Code Section 78-1119(a) to construct a replacement residence on the Property with a floodplain setback of three feet when a 15 foot setback is required; and , Page 1 of 6 , . _ , � � t � , �. , � O� . O � O - CITY of URONU � ,� . .,. � . n � �� G~' RESOLUTION OF TH� TY OUNCIL . `4kESH0� N0. � 4 � WHEREAS, George N. Bagley has made application to the City for a variance to Orono Code Section 78-1288 to construct a replacement residence on the Property with 32.34 percent hardcover in the 0 to 75 foot zone when no hardcover is allowed; and WHEREAS, George N. Bagley has made application to the City for a . conditional use permit for land alteration to perform more than 10 cubic yards of earth movement within the 0 to 75 foot zone in order to rearrange the floodplain on the Property; and . WHEREAS, after due published notice and mailed notice in aceordance with . Minnesota Statutes and the Orono, Minnesota, City Code, the Orono Planning Commission held a public hearing on May 18, 2009, at which times all persons desixing to be heard � concerning this application were;iven the opportunity to speak thereon. � NOW, THEREFORE, BE IT RESOLVED by the City Council of Orono, Minnesota: • � FINDINGS l. This application was reviewed as Zoning File#09-3395. . 2. The Property is located in the LR-lA zoning district, where 2.0 acres is the minimum lot area and 200 feet is the minimum defined lot width. The �Property is approximately 0.63 acre in area and 0 feet in defined width. 3. The Planning Commission reviewed this application on May 18, 2009 and on a vote of 6 - 0 recommended: a. Approval of the variances,based on the following findings: i. The lot is a legal lot of record created prior to adoption of the current Zoning Ordinance lot area and width requirements. ii. The lot is provided with City sewer. iii. The owners are not able to acquire additional property to meet minimum lot width and area requirements. Page 2 of 6 , ; � � V O y -/ � `� • O a O - CITY of ORONO . ,� . .�. �,, ti ti RESOLUTION OF THE CITY COUNCiL ��`4k'ES�I�g'�G NO. 5 g � �' � . iv. A house has existed on the lot for many years. v. No alternative location exists for a house as no part of the property is outside the 0 to 75 foot zone. vi. The new house will be properly elevated out of the floodplain. The garage, laundry room and crawlspace of the existing house are below the floodplain elevation. �.r vii. The amount of hardcover will be reduced and partiallymitigated by ' � the use of permeable paving materials and lakeshore buffering. b. Approval of the cond.itional use perniit based on: , � i. The City Engineer indicates the proposed rearrangement of the floodplain will not decrease the flood storage capacity of the ' property. ii. While the grading will require the removal of a number of large trees, there is no practical alternative to elevating the driveway on fill and no other location on the property to provide the compensatory flood storage capacity. 4. The City Council has considered this application including the findings and recommendations of the Planning Commission, reports by City staff, comments by the applicant and the public, and the effect of the proposed variances and conditional use permit on the health, safety and welfare of the community as well as the impact on properties in the vicinity. 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 �anting the variances would not adversely affect ixaffic conditions, light, 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 hardship or difficulty; is necessary to preserve a substantial property right of the Owner; and would be in keeping with the spirit and intent of the Zoning Code and Comprehensive Plan of the City. � Page 3 of 6 � (' � r � , 7 O� . O , O - C ITY of 4IiON0 � ; .;. . � - , ti �� G~' RESOLUTION OF THE CITY COUNCIL `�kESHOg' . Na 5 8 4 1 . 6. The City Council finds that the proposed land alteration allowed by the conditional use permit would not be detrimental to the public health, safety or � welfare, or materially injurious to properties or improvements in the vicinity. CONCLUSIONS, ORDER AND CONDITIONS Based upon the above findings, the Orono City Council hereby grants the following variances: •• • to Orono Code Section 78-305(b) to construct a replacement residence on a lot with ' an area of 0.63 acres and a defined width of 0 feet when 2.0 acres and 200 feet of width are required, • to Orono Code Section 78-305(b) to construct a replacement residence on the Property with a side setback of five feet when a 30 foot setback is required, • to Orono Code Section 78-1279 to consiruct a replacement residence on the Property with a lake setback of 12 feet when a 75 foot setback is requixed, • to Orono Code Section 78-1119(a) to construct a replacement residence on the Property with a floodplain setback of three feet when a 15 foot setback is required, and � to Orono Code Section 78-1288 to construct a replacement residence on the Property with 32.34 percent hardcover in the 0 to 75 foot zone when no hardcover is allowed, subject to the following conditions: 1. Council approval is based on the site and house plans submitted by the Owner 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. Council approval is for constnzction of a new structure on the existing foundation,modified as described in the attached as Exhibit C. Page4of6 , ► � � - ' � O� - O � O - - C ITY of ORONO . � --. .�. � ti ti RESOlUTION OF THE CITY COUNCIL � �L�.k o4�G No. 5 8 4 1 . EsI3 3. Hardcover in the 0-75' zone shall be limited to 6,684 square feet irnpermeable and 2,215 permeable per the proposed site plan and hardcover allowance summary as depicted on Exhibit D. 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 Iikely be approved without concurrent reduction in existing hardcover. 4. A lakeshore buffer shall be maintained in the area shown on Exhibit A and subj ect to a protective covenant. The buffer sha11 be improved according to the •- standards for a wetland buffer found in Orono Code Section 78-16-5(b), subject to approval by the City's wetland consultant. 5. Owner shall not place any plastic or fabric liner material under any landscaping on the property to ensure their permeability as non-hardcover surfaces. 6. The Property shall be one tax parcel. The Orono City Council grants a conditional use permit for land alteration to perform more than 10 cubic yaxds of earth movement within the 0 to 75 foot zone in order to rearrange the floodpla,in on the Property, subject to the follo.wing conditions: l. Council approval is based on the grading and floodplain mifigation plan submitted by the Owner and annotated by City staff, attached to this Resolution as Exhibit E. Any amendments to these plans may require fiuther Planning Commission and City Council review. 2. Trees shall be planted and maintained per the planting plat attached to this Resolution a.s Exhibit F as annotated by Staff. 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 June 8, 2010 or the variances and conditional use permit will expire on that date. These variances supersede the variances granted for the Property by Resolution No. 1614. 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 Page 5 of 6 t ��. � I , �` � � � ' � . I O� . • O , O - CITY of ORONO � � ti . �',� G'�' RESOLUTION OF THE CITY COUNCI�L . L�kESS�4� NO.. � $ 4 '�� . herein, and shall be punishable as a misdemeanor. The undersigned Owner has read, understood and hereby agreesto the terms of this resolution and on behalf of its heirs, 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 this 8th day of June, 2009 �% �t�.,..;�*; .�i�a'�,�'t,.,� .,..h�„ �rr f,..x,�t� ,•��;,��. ,��-.� w�i-�.•,�;�z'�',;�,''C' ,�ti:;�. �.: :�';.�M1�•.,.,r�:„. s, .;,/.�,�; .2�.i�4 a;�" �y��'�3';w;�� {-,�'c r� �t)„+,N�i t i�, �6 ��,{� 4'A'*�t; '•;'.�r��. �1 F'.. �j�"" #,;" '�^ 1ry� . . `r�,'y�./,�„�.y��i�•C�'e'e':. `�'�'�.�?''y� �—' 3 1+.. �:;, �, =;.. ,a. .-� :m:..v" ""�� /` 1 •�rP:;'��J�'i..3L''�.'�!�*y�'�� :�u�a•�. // /!/�/ �,'I'n _ �. V`��"ia�/ � �a�..�� i..l� .•'r ._�,Y Y'�s:'VJ— � [iL�Yl� �'°'�•�'t- '�� ',�fr'�'c�� +�Clerk ames M. White,Mayor �".?r�;;�yS�t'�';�=�s�',y� ;�^',', 3,��..• ' �v.�'�;:��t��w;:;r".ri�r''� �y�,: :r>:a�", ��•- The s te Ralph Colt B aley, eceased. By George . Bagley,Personal R presentative STATE OF CO�n R� � COUNTY OF ` ' This instrument was aclfliowledged before me this day of ; 2009 by George N. Bagley,Personal Representative of the E�e of Ralph Colt Bagley, y.d attdr��4��' ti u'k� ��5 .° ,} �, t�'1�' � pC. J_./:�.�y.fl'�q�{-�' . . � �p�.��• S'�'. �4 ,��L?xcs.. •�� ' t ' � r �;w�� ': ..'i �J' "lS:.`+� Q: ,,� •.:�q ��,�.�,�;.;.,�r= �T� .,�' /' K�',��c.�;��+�� f7-° D .r`� t` "�� r,/` ,�'��'�.��.�t��.��}'��='�;v — ";'��.s''' T�o�' ;�tRii.t'�'�.T`=�'k�''�• * �� * 1C ,��. ��_;��7.�;,�� ,�;:,,,�.�� C .:�z� :�F�'�"'" �.�� Y , �, UBLZ ,� ;r �-�+�,9'�' �-'��••,`^� „ "^ p GJ JEFFREY H. GAGE '�,• a t' � r,�,<�+':�r��;: �'�!�,,•,'a�,�s,,J=..�;n -, NMECS�- . Notary PubliC ��:i{!�'� ��•�e.a• a ` ,'+�`,�� i"�...T,•;�.r NMfW�a��n��.: �""� �" M Comm. 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' :" _' ^; u .::.::::::::::::.::::.::o; �� I'I� �:�� ::-� �, :..::.:.:.:..::�:_::_:::::, � .:::::::.:::.:.:'�-;::;::, ��►��II�I►V�I�hll�l�l�!I��►,�'11�I� :�_�; „ =5::::•'=_=�- � � �III ::-.__,-__;•..... �! ''''-' �q I—=="-._•\ -`- _--�.�.; ��'�:=�Ci�j:i�=�:5j'.:i �II'' �I � ��:�:a�:i�i�'.i:i-:'e:i�:i'.i '-�.!',=■.",='.'.:ii',.'.',%.I _ ��l��i��i'\�i�i�l f�-��i��i�i\��i��i�l �,��►� ° = = , � ' ' ` Exhibit C �� ' � �� +: ��./� �� 2�'�� y� , ��ZG. � � �� . �� ---,�: --- 350 Hvs�y. 10 South, Suite 101, St. Cloud, MN 56304 (320)259-6575 • �'ax: (320) 259-699I • www.duffyeng.com � _�� , �,4 :�i May 12, 2009 Coidwell Banker Burnet • Attn: Dexter Andrews 201 East Lake Street � Wayzata, MN 55391 � Project: 1105 Ferndale Road, Orono, MN � Re: Proposed demofition of existing house and rebuild on existing foundation. Dear Dexter: � inspect��l the above prapecty on �an�ary 7, 2�09 to det�nnFne if the•ex�sting faund�xtion and walls can suPport a new structure after remQVing the existin� residsnc$. I also reviewed it�e pl�ns pro�rF.ded by Autumn Design {da#e�1 11/21/�8). The ex�sting co�struction of �he property �s a single story �vood f�med hous� with masar�ry (cor�crete block} w�f1 c�awl sp�ce foundation. The existi.ng: foundation Es suitable fAr su�part af tt�e new propos�d two-stary hause. The new s�tructure sha�,ld: have an interior beam fine to sup�or� the �tain fioor with t�e exteri�r walls usect to s�pport th� second floor and roof framing. The existing foundation walls should be repointed in areas where cracking has occurred and stair step cracking areas shall be reinforced with #5 dowels grouted into vertical cores at the crack in the south-each corner and any other areas of stepping cracks of the wall. Please provide the proposed plans (including floor and roof truss shop drawings) so I can size the interior footings to minimize differential movement between the new footings and existing foundation. The plans I reviewed from Autumn Design show new foundation for the porch on the west end of the building. In this area there is a perimeter foundation wall in place. It is my recommendation to use the existing foundation and add interior footings as needed to support the floor instead of providing new piers and footings as shown on the current plan. On May 8, 2009 I was informed that the main floor level will have to raise 2.6' per the city of Orono. The existing foundation is sufficient to support this change. This would be best accomplished by adding 3 courses of concrete block to the top of the existing wall. Please feel free to share this letter with the local building official and builder as required. You may contact me at (320) 259-6575 if you have any further questions or comments regarding this matter. Sin y yan� eavert, P.E. I hereby certify that thu plan,specification or reporc was p��epared _ Project Engineer, Duffy Engineering &Associates, Inc. by me or under my direct supervision and that I am a duly licensed .Yi kin ' i "ciec:r u der Uie laws of the State of Minnesota. 'R)�a .Seavert,P.E. 5/12/2009 No.41971 1 ' 1 J � � ., , . Exhibit D ; � � 4 ;�: Hardcover 0-75'zone Property Address: 11Q5 Ferndafe Road West HARDCOVER , EXtSTING PROPOSED impermeable Permeable Total sq.ft. sq.ft. sq.ft. sq.ft. House 3,360 3,393 0 3,393 Driveway 4,586 2,902 1,339 4,241 Sidewalk 137 0 174 174 Patio on lake side of house 702 0 702 * 702 Patio on south side of house 240 0 0 0 Pumphouse 14 14 0 14 � Dock Landing � 193 193 0 193 Retaining Walls 69 182 0 182 ^ TOTAL 9,301 6,684 2,215 �" 8,899 reducfion 402 * Permeable when existing patio is replaced . , , � , � ' � , � Exhibit E , � � _� �n �� ¢ ° ` € � g �d�� a ��e~ � �d- �' � ��6 ^ ` x - o �sa � �E k �� g �g � � . &r 6 +� �``rd ��¢ 5�� ' �r- r g!' y,j y �� v g3 Cp i ggg gg °p 3@3 L w $ � Z t � p !�3 i�a i C c�S � �q� � e 8 6 � � E�� 5 a8��d �t��, �� z nOLR aue I ^� �� p �a° i 1 6� E° ��' �@� �,.. _'_ — __ _'�� :��:d$a ��§ a Q - �i i �:�� e o3@ � — `-- �J �'�1'T �i II 8 Ba e ,�� '� .. 0 d � J Z , tT`�-- --__ '�O � `='� `�a $ k ° Z� g �� g1 ��qg@@ e6 � �'� �� ,I _ ,• ' 0� .. �� e � fi 0 ad@ [ @ � 9� �� \ �. 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[ 1�■ _ j��_ � _ ��`_��-°-a _ / 'll�f��ll I.I�II I�I; '�7�:�.� ,�,,F iiai�ii i-iiii�ii�i�aiR�:�i� � _ '��a�� j r.r' ■_■ t_f_-�� ■�f� ■�' 4'. �� ■�_ ■�_ .�"' � � �� ■�� i� ��, �� - ��.��AIry,,` ��■ �,,■ 1 � �� ■-�� w�^��■ i ��a� ■�■ iaa�� I ' �..�.�.��. r ii'� ■��I ��i.`,�i.�,!_ � Y' � '�/� ', . �.i� � � �i��i��i��i� � � � .�� +I ' �� :��f�R��! - �I ii^y .. • . � � -, ', =■`�`�.i� �1 �' `�� N �'� � ` ii�� -��Q� ■■ � .Q . � .i � ■ I '��a ■�f� ■■ � '� - � e1li'ii:i. 1�� ■=�� '�■ � ° II �- �'- "] � ��Ip�'� �i`� I■iii =�a��"�i`.-, f ... � k ' i�i� ■�■ _�i�i!fiR�!��j�p � � �� • r�•� ��!�•��••-�-� I. �� . '_:, � �' I��a�/=�j��_��5��C�t!�� I� ��=�� ■-�� ■-�� ■-��; ��0� � � ��a�.��!�. • L ��• -_ _ _� ' ` t��/t ■ ■ ■ ■��=��=_ri �� o �, � ��_� ��i =�tif-��/ ■i� �� ; _ a��i ��I ��i� �� 1-.� .�.•��a �. - I�t�� .�� I �� i��i i � • 1\��■ ��I �l�`. I.�i • %' t�ii t �i�� .��I ��j�� ■ �i�� i� o• � Ij�f�l� •- ��1�`' .�■ ��t� " i�i�ii�i�ii�i�ii�i�i I��f ( � I��i��ifi��i[i�t�t�� i �� I- ' 1�� ■��j��a��.��w��t!� I ��t� l � i�i�GG�i�i��CG�i�:i�w�G��' � �i �� I ■ ■ ■ ■ ■ f ■ � ■ � I _t�� _ � �■ � �� ■� ■ �� ? � , I�ti I,-.�� - � � � � � � " _ IL!�--�-_--..-- � i��— � ,. ,. i �t '� ' PC Exhibit N Sec. 78-305. Area, height, lot width and yard requirements. (a) Height. No structure or building in the LR-1A district shall exceed 2 1/2 stories and shall not exceed 30 feet in height except as provided in section 78-1366. (b) Lots.The following minimum requirements shall be observed: Lot Area(acre) Lot Width (feet) Front Yard (feet) Side Yard (feet) Side Yard Rear Yard (feet) Adjacent to Street feet 2 200 50 30 50 50 Sec. 78-966. Prohibition. (a) It is unlawful for any person to perform or have performed the following land alteration activities without a conditional use permit issued by the counciL• (1) Remove,fill, use for fill, dredge, store or excavate rock, sand, gravel, dirt or similar earth material within the limits of the city. (2) Fill or reclaim any land by depositing such material or by grading of existing land to elevate or alter the existing natural grade. ' (3) Build, alter or repair any seawall or retaining wall, or otherwise change the grade or shore � of lakeshore property. . (b) All land alterations involving filling and grading shall be performed only with clean fill as defined in section 78-1. Granting of such permits is subject to other regulations and prohibitions of this Code and other applicable statutes or ordinances of other governmental bodies. Sec. 78-967. Exception. (a) The requirements of section 78-966 are not intended to govern the following land alteration activities: (1) Normal and customary grading in the area of an existing or a newly constructed building, or the grading of the driveway serving such building. (2) Any earth movement under 500 cubic yards which does not adversely impact the existing drainage. (3) Grading,filling or excavating of ten cubic yards or less within the shore setback zone of all lakes enumerated in article IX of this chapter. Sec. 78-1279. Placement of structures on lots. When more than one setback applies to a site, structures and facilities must be located to meet all setbacks. Structures shall be located as follows: (1) Structure and on-site sewerage system setbacks(in feet)from ordinary f►igh water level: � Setbacks Sewa e Public Water Structure Treatment Classification Unsewered Sewered S stem � A.r r NE 150 150 150 - RD 100 75 75 GD 75 75 75 Tributa 100 75 75 Sec. 78-1286.Topographic alterations/grading and filling. (a) Grading and filiing and excavations necessary for the construction of structures, sewage treatment systems, and driveways under validly issued construction permits for these facilities do not require the issuance of a separate grading and filling permit. However, all grading and filling activity , • approved permits for construction of structures, sewage treatment systems, and driveways shall adhere to the grading and filling standards of this article. (b) Grading,filling or excavating of more than ten cubic yards is prohibited within 75 feet of the ordinary high water level of the public waters enumerated in section 78-1217. Grading,filling or excavating of ten cubic yards or less shall require city staff review and permit and be subject to other pertinent sections of this chapter. (c) Public and private roads, driveways, parking areas, and public or private watercraft � access ramps shall not be constructed within 75 feet of the ordinary high water level of the public waters enumerated in section 78-1217. If no alternatives exist, such improvements shall be subject to the standard zoning variance review procedure, and such review shall take into account the following considerations: (1) Such improvements shall be designed to take advantage of natural vegetation and topography to achieve maximum screening from view from public waters. (2) All roads and parking areas shall be designed and constructed to minimize and control erosion to public waters consistent with the requirements of all agencies with jurisdiction. (d) Except for those projects requiring permits for construction of structures, sewage treatment systems and driveways, a land alteration permit will be required as follows: (1) For movement of one through 500 cubic yards of material,anywhere within the Shoreland Overlay District, a staff-issued land alteration permit shall be required. (2) For movement of more than 500 cubic yards of material within the Shoreland Overlay District, conditional use permit approval by the city council is required in addition to the required land alteration permit. (e) The following considerations and conditions must be adhered to during the issuance of construction permits, grading and filling permits, conditional use permits, variances and subdivision approvals: � (1) Grading or filling in any type 1, 2, 3, 4, 5, 6, 7 or 8 wetland must be evaluated to determine how extensively the proposed activity would affect the following functional qualities of the wetland: a. Sediment and pollutant trapping and retention; b. Storage of surface runoff to prevent or reduce flood damage; c. Fish and wildlife habitat; d. Recreational use; i 1,.� . e. Shoreline or bank stabilization; and • f. Noteworthiness, including special qualities, such as historic significance, critical habitat for endangered plants and animals, or others. This evaluation must also include a determination of whether the wetland alteration being proposed requires permits, reviews or approvals by other sections of city ordinances or by other local state or federal agencies including but not limited to watershed districts, state department of natural resources, or the United States Army Corps of Engineers. (2) Alterations must be designed and conducted in a manner that ensures only the smallest amount of bare ground is exposed for the shortest time possible. (3) Mulches or similar materials must be used, where necessary,for temporary bare soil coverage, and a permanent vegetation cover must be established as soon as possible. (4) Methods to minimize soil erosion and to trap sediments before they reach any surface water feature must be used. • (5) Altered areas must be stabilized to acceptable erosion control standards consistent with the field office technical guides of the local soil and water conservation districts and the United States Soil Conservation Service. ' (6) Fill or excavated material must not be placed in a manner that creates an unstable slope. (7) Plans to place fill or excavated material on steep slopes must be reviewed by the city engineer for continued slope stability and must not create finished slopes of 30 percent or greater. (8) Fill or excavated material must not be placed in bluff impact zones. (9) Any alterations below the ordinary high water level of public waters must first be authorized by the commissioner of the department of natural resources under Minn. Stat. § 103G.245. (10) Alterations of topography must only be allowed if they are accessory to permitted or conditional uses and do not adversely affect adjacent or nearby property. (11) Placement of natural rock riprap, including associated grading of the shoreline and placement of a filter blanket, is permitted if the finished slope does not exceed three feet horizontal to one foot vertical, the landward extent of the riprap is within ten feet of the ordinary high water level, and the height of the riprap above the ordinary high water level does not exceed three feet. A riprap permit shall be obtained per the requirements of section 78-969. (f) Excavations where the intended purpose is connection to a public water, such as boat slips, canals, lagoons and harbors, are prohibited above the ordinary high water level. Such excavations below the elevation or the ordinary high water level are subject to approval of the department of natural resources and other agencies with concurrent jurisdiction. Sec. 78-1288. Hard cover limitations. (a) Hardcover allotment.The following hardcover restrictions apply to all properties in the Shoreland Overlay District: � �` � (1) Hardcover zones. a. Within 75 feet of the Ordinary High Water Level (OHWL)of any lake or tributary, no hard cover or impervious surface shall be placed, located or constructed, except for driveways, stairways, lifts, landings and lockboxes as regulated elsewhere in this Code. � b. Between 75 feet and 250 feet of the QHWL, there shall be no greater than 25 percent hardcover. c. Between 250 feet and 500 feet of the OHWL there shall be no greater than 30 percent hardcover. , ' d. Between 500 feet and 1,000 feet of the OHWL there shall be no greater than 35 percent hardcover. (2) Zone to zone credit/debit. a. The allowed allotment of hardcover for the 250 feet to 500 feet zone or the 500 feet to 1,000 feet zone may be increased up to an unused square footage of allowable hardcover of a zone closer to the OHWL. b. Unused hardcover cannot be transferred to a zone closer to the OHWL. c. If hardcover is credited from one zone to another, additional hardcover may not be later added to the zone closer to the OHWL if the presence of such hardcover would have prevented the crediting. d. The allowed hardcover in any zone shall be decreased by the amount of legal non-conforming hardcover in the zone next closer to the OHWL. (b) Additional hardcover provisions. ` (1) Overhangs: a. Where an overhang is supported by a post, the area under the overhang to the outer edge of the post shall be considered as hardcover. • b. All but the outer two feet of an unsupported overhang ten feet or more off the ground shall be considered hardcover. The following drawings are included for illustrative purposes: [Drawing 1]. (2) Decks: Hardcover may be added under a deck attached to a principal structure if the � deck is conforming or legal nonconforming and the added hardcover is otherwise permitted. (3) Driveway easements:The following principles apply where one or more properties (secondary property)gain its driveway access from an adjacent property(primary ' property) by virtue of a driveway easement: � a. That portion of the driveway on the primary property that serves both the primary and secondary property is considered hardcover for the primary property. b. That portion of the driveway on the primary property that serves only the secondary property is not considered hardcover for either the primary or L :,� � . secondary property. . c. The area of the driveway on the primary property that serves only the secondary property shall not be included in the lot area of the primary property for purposes of calculating hardcover. `-; The following drawings are included for illustrative purposes: [Drawing 2]. (c) Future improvements.The following items shall be included in hardcover calculations regardless of whether they are proposed to be construction at the time of building permit application: (1) Proof of a two-car garage (detached or attached). (2) For all garages a driveway, subject to the standards in paragraph (d)of this section. (3) A 24 inch wide sidewalk from the front door to the driveway. (4) The minimum stairway or landing at all exterior doors as required by the building code. (d) Driveways. All driveways shall comply with the following minimum dimensional standards: (1) Driveways serving end loading garages shall maintain a driveway apron with minimum width equal to the width of the overhead door(s). For purposes of this section, a driveway apron is that portion of a driveway that extends 15 feet from the garage door(s)on an end loading garage. � (2) Driveways serving side loading garages shall provide a minimum turn around or back up depth of 20 feet, as measured from the garage door(s). (3) Minimum driveway taper ratio shall be 2:1. (4) Driveways shall be at least eight feet in width at the street or private road. (5) A turnaround shall be provided for a driveway with direct access to an arterial or collector roadway, or for a side load garage as determined necessary by the city planner.The minimum dimensions of the turnaround shall be eight feet in width by 12 feet in depth. (6) "Wheel strip"driveways are allowed, but the entire width of the driveway(from outside to outside of the strips)will be considered hardcover. � The following drawing is included for illustrative purposes: [Drawing 3]. (e) Compliance. (1) � It is unlawful to convert, enlarge, or alter any structure or use any structure in a manner that violates the hardcover limitations. (2) Nonconforming hardcover may not be relocated or expanded in any way unless the property is brought into conformance except: . a. A roofline may be changed but the roof may not be extended over unroofed portions of the structure. b. An additional story may be added over roofed portions of a structure. �.. ■�• , c. An open or screened porch may be converted into a two or three season porch or year round living space (including replacing a post foundation with a perimeter foundation) provided hardcover is not increased. (3) This section is independent of lot coverage regulations in the city Code.Accordingly, a property must conform to both hardcover and lot coverage regulations. a; ;�. F �: �'� I � /� �+ n ��/ . PC Exhibit O LI�Y �� / � 2 MINNESOTA STATtJTES 2011 462.357 Subd. ld. Nuisance. Subdivision lc does not prohibit a municipality from enforcing an ordinance providing for the prevention or abatement of nuisances, as defined in section 561.01, or eliminating a use determined to be a public nuisance, as defined in section 617.81, subdivision 2, paragraph (a), clauses (1) to (9),without payment of compensation. �--__ __,.. -�..,..V.,........ __ �;,,,�°S:ubd 1.e::N.onconformittes.,;(a).Except as otherwise provided by law, any nonconformity, including the lawful use or occupation of land or premises existing at the time of the adoption of an additional control under this chapter,may be continued, including through repair,replacement, restoration, maintenance, or improvement, but not including expansion, unless: (1)the nonconformiiy or occupancy is discontinued for a period of more than one year; or (2) any nonconfonning use is destroyed by fire or other peril to the extent of greater than SO percent of its estimated market value, as indicated in the records of the county assessor at the time of damage, and no building permit has been applied for within 180 days of when the property is damaged. In this case, a municipality may impose reasonable conditions upon a zoning or building permit in order to mitigate any newly created impact on adjacent properly or water body. When a nonconforming structure in the shoreland district with less than 50 percent of the required setback from the water is destroyed by fire,or other peril to greater than 50 percent of its estimated market value, as indicated in the records of the county asseasor at the time of damage, the structure setback may be increased if practicable and reasonable conditions are placed upon a zoning or building parmit to mitigate created impacts on the adjacent property or water body. , (b) Any subsequent use or occupancy of the land or premises shall be a conforming use or occupancy. A municipality may, by ordinance,permit an expansion or impose upon nonconformities reasonable regulations to prevent and abate nuisances and to protect the public health,welfare, or safety. This subdivision does not prohibit a municipality from enforcing an ordinance that applies to adults-only bookstores, adults-only theaters, or similar adults-only � businesses, as defined by ordinance. (c)Notwithstanding paragraph (a), a municipality shall regulate the repair, replacement, maintenance, improvement, or expansion of nonconforming uses and structures in floodplain areas to the extent necessary to maintain eligibility in the National Flood Insurance Program and not increase flood damage potential or increase the degree of obstruction to flood flows in the floodway. (d)Paragraphs (d)to (j) apply to shoreland lots of record in the o�'ice of the county recorder on the date of adoption of local shoreland controls that do not meet the requirements for lot size or lot width. A municipality shall regulate the use of nonconforming lots of record and the repair, . replacement, maintenance, improvement,or expansion of nonconforming uses and structures in shoreland areas according to paragraphs (d) to (j). � (e)A nonconforming single lot of record located within a shoreland area may be allowed as a building site without variances from lot size requirements,provided that: (1) all structure and septic system setback distance requirements can be met; (2)a Type 1 sewage treatment system consistent with Minnesota Rules, chapter 7080, can be installed or the lot is connected to a public sewer; and � (3)the impervious surface coverage does not exceed 25 percent of the lot. Copyright�2011 by the Office of the Revisor of Statutes,State of Minnesota.All Rights Reserved. ♦ � .t � _ 3 MINNESOTA STATUTES 2011 462.357 (� In a group of two or more contiguous lots of record under a common ownership, an:individual lot must be considered as a separate parcel of land for the purpose of sale or development, if it meets the following requirements: (1)the lot must be at least 66 percent of the dimensional standard for lot width and lot size for the shoreland classification consistent with Minnesota Rules, chapter 6120; (2)the lot must be connected to a public sewer, if available, or must be suitable for the installation of a Type 1 sewage treatment system consistent with Minnesota Rules, chapter 7080, and local government controls; (3) impervious surface coverage must not exceed 25 percent of each lot; and (4) development of the lot must be consistent with an adopted comprehensive plan. (g) A lot subject to paragraph (fl not meeting the requirements of paragraph (� must be combined with the one or more contiguous lots so they equal one or more conforming lots as much as possible. (h)Notwithstanding paragraph(fl, contiguous nonconforming lots of record in shoreland �: areas under a common ownership inust be able to be sold or purchased individually if each lot contained a habitable residential dwelling at the time the lots came under common ownership and the lots are suitable for, or served by, a sewage treatment system consistent with the requirements of section 115.55 and Minnesota Rules, chapter 7080, or connected to a public sewer. (i) In evaluating all variances, zoning and building permit applications, or conditional use requests, the zoning authority shall require the property owner to address, when appropriate, storm water runoff management, reducing impervious surfaces, increasing setback, restoration of wetlands, vegetative buffers, sewage treatment and water supply capabilities, and other conservation-designed actions. (j)A portion of a conforming lot may be separated from an existing parcel as long as the remainder of the existing parcel meets the lot size and sewage treatment requirements of the � zoning district for a new lot and the newly created parcel is combined with an adjacent parcel. Subd. lf. Substandard structures.Notwithstanding subdivision le, Minnesota Rules, parts 6105.0351 to 6105.0550, may allow for the continuation and improvement of substandard � structures, as defined in Minnesota Rules,part 6105.0354, subpart 30, in the Lower Saint Croix National Scenic Riverway. Subd. 1 g. Feedlot zoning controls. (a)A municipality proposing to adopt a new feedlot zoning control or to amend an existing feedlot zoning control must notify the Pollution Control Agency and commissioner of agriculture at the beginning of the process, no later than the date notice is given of the first hearing proposing to adopt or amend a zoning control purporting to address feedlots. ' (b)Prior to final approval of a feedlot zoning control, the governing body of a municipality may submit a copy of the proposed zoning control to the Pollution Control Agency and to the commissioner of agriculture and request review, comment, and recommendations on the environmental and agricultural effects from specific provisions in the ordinance. (c) The agencies' response to the municipality may include: , (1) any recommendations for improvements in the ordinance; and Copyright�2011 by the Ofiice of the Revisor of Statutes,State of Minnesota.Ali Rights Reserved. i.. �j,4` ' . � � IZ� ( �� 5 REVISOR 61203300 � Riparian lots Nonriparian lots . Single 40,000 20,000 Duplex 70,000 35,000 Triplex 100,000 52,000 Quad 130,000 65,000 Lot width (feet) Single 125 125 �Duplex 225 220 � Triplex 325 315 Quad 425 410 �� E. Recreational Development, sewer: _ Lot area (square feet) Riparian lots Nonriparian lots Single 20,000 15,000 Duplex ' � � 35,000 26,000 Triplex 50,000 38,000 Quad 65,000 49,000 Lot width (feet) � Single 75 75 Duplex 135 135 Triplex 195 190 Quad 255 . 245 F. General Development, sewer: Lot area (square feet) Riparian lots Nonriparian lots Single 15,000 10,000 Duplex 26,000 � 17,500 Copyright�2009 by the Revisor of Statutes,State of Minnesota. All Rights Reserved. �•�✓Y .; 6 REVISOR 6120.3300 Triplex 38,000 25,000 Quad � 49,000 32,500 ,F��:L-ot widtli (feet)' Single..,... _.. ..,,._ . . . , .75 = 75 ,; ,�;;,, � . , . . _ . Duplex � 135 135 Triplex 195 190 Quad 255 245 , Subp. 2b. Lot width standards for single, duplex, triplex, and quad residential X development; river classes. The lot width standards for single, duplex, triplex, and quad residential development for river classes are: Lot width (feet) �� Remote Forested Transition Agricultural Urban & Tributary No sewer Sewer ; Single 300 200 250 � 150 100 75 Duplex 450 300 375 225 150 115 Triplex 600 400 500 300 200 150 Quad 750 500 625 375 250 190 Subp. 3. Placement and height of structures and facilities on lots. When more � than one setback requirement applies to a site, structures and facilities must be located to meet all setbacks. The placement of structures and other facilities on all lots must be managed by shoreland controls as follows: A. Structure setbacks. The following minimum setbacks presented in the following table for each class of public waters apply to all structures, except water-oriented accessory structures and facilities that are managed according to item H: (1) Struciure setback standards Ordinary high water Setback from top Class level setback(feet) of bluff(feet) Unsewered Sewered Natural environment 150 150 30 Recreational development 100 75 30 Copyright�2009 by the Revisor of Statutes,State of Minnesota. All Rights Reserved. ;�{�F �eF- k 4� - �7v -s' a- -:tia ti..s.^ 'C� �+{,�_-.�,,�T'"„'�. :'�,..� �aa.-...�-�r;.�yr�,�`Cv�r,.�ri. . �":'�� •I ^ +�. °Y�'C.V� -?}Ctf `,tp^"s' .�\� '"a�V�h.'.��. g4\;��4�'�6 1��'. 'iC.. �,�,+� r �.r � . .w �}� .. Wy,h,.P- . � .�p ��S�,�u* ti "�s. "7�' -d°.-:! * _ U � R`xa � Sfd �{�i`',� � 4" rS. �'44��, "�„•i3`,•��'ka'y'��` �v"p ��S'- �c�.�A � .„� 3r `,fi . .. 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S i��z {'��T� � 02u�17':;2r3�,34 = �t il1p� . , , 1 �R�� (�p i; y , p�N i +4y, � :St^'� k .kK' �� j a�.�.+� w'3�.^ �.� � . t ��h 1 F �-t w.�::°� � ut-`" '""r, F��'�i . . .� " -.� ' cw.. _ ,r. ..o ..-. ... . r� t ;t, . . �'fir� + - �' Y t ,a S . . ' � `' - '�-+i . __ r �,� . ,�� _ (10J ; �, :,� ---�''' �' � - - - - - ` �" For more information contact: Print Date: 12/13/2011 �ap Legend: Hennepin County GIS Division 30o South 6th Street Map Scale: 1" = 265' Minneapolis,MN 55487 BUffef$IZ@: 350 feet gis.info@co.hennepin.mn.us ::�'�'s'"� Wdtei' � Major Roads � Parlt Minor Roads ..._�.___,, Map Comments: , _ ; Parcel !� �1105 FERNDALE RD W � BufFer Region ,��,�E , �,�-;�;a J� ORONO, MN ��.;;;;;:.;. Selected Parcels � .�.,..��.. . .Y.►K. I'R,C1# i=�'�� HENNEP�I� �� r �x�t 'C�O�� . DEC 1 � 2011 Cll�l OF ORONO �_ ��S � RUN DATE: 12/13/Z011 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS L1S'1� PC EXlllblt R 38 02-117-23 34 0002 38 02-117-23 43 0007 38 02-117-23 43 0015 EMILY A TUTTT.E ET AL TRUSTEE ERROL J CHUGG J M JACKLEY&M H)ACKLEY 1225 SHORELINE DR ]O80 FERNDALE RD W 1205 SHORELINE DR EMILY A STAPLES ERROL]CHUGG JAY&MARY JACKLEY 1225 SHORELINE DR 1080 FERNDALE RD W 1205 SHORELINE DR WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 38 02-117-23 43 0020 38 02-I17-23 43 0021 38 02-117-23 43 0023 J G&S M LEBEDOFF JANE B NELSON TRUSTEE KATHERINE M FOX TRUSTEE 1101 FERNDALE RD W 1065 FERNDALE RD W ]095 FERNDALE RD W JONATHAN G/SARAH M LEBEDOFF J B NELSON TRUSTEE B C FOX 1101 FERNDALE RD W 1065 FERNDALE RD W 4501 SAORELINE DR WAYZATA MN 55391 � WAYZATA MN 55391 SPRING PARK MN 55384 38 02-117-23 43 0025 38 02-117-23 43 0026 38 02-117-23 43 0029 KpTHI,yhl R�dyM,r�N MARY I BOWMAN TRUSTEE KAREN E MCCOURTNEY TRUSTEE 1185 FERNDALE RD W I 165 FERNDALE RD W 1055 FERNDALE RD W KATHLYN R WYMAN MARY J BOWMAN KAREN E MC COURTNEY 1185 FERNDALE RD W 1851 GULF SHORE BLVD N#16 1055 FERNDALE RD V✓ WAYZATA MN 55391 NAPLES FL 34102-4930 WAYZATA MN 55391 38 02-117-23 43 6031 38 02-117-23 43 0033 38 02-117-23 44 0028 T P OWENS&R M OWENS RALPH C BAGLEY THE NATURE CONSERVANCY � I070 FERNDALE RD V✓ 1105 FERNDALE RD V✓ . 38 ADDRESS iINASSIGNED 1'IMOTHY P OWENS GEORGE N BAGLEY NATURE CONSERVANCY 1070 FERNDALE RD V✓ 147 SLICE DR 1101 WEST RIVER PKWY WAYZATA NIN 55391 STAMFORD CT 06907 SUITE 200 MINNEAPOLIS MN 55415 I CERTTFY THAT THE FACTS REPRESENfED ARE AN ACC TE AND 1R PRESENTATTON OF INFORMATION AS IT APPEARS THIS DATE ON THE S E E IN CO AXP SERVICES DEPARTMENT. ' DATE: nFC �..3 �� BY 'f�E�EEV�C► DEC 1 ��L�� Ct�'6''i(OF Oi��@ c q ' , . � Date Application Received: 12/14/11 Date Application Considered as Complete: 12/23/11 60-Day Review Period Expires: 02/21/12 Toc Chair Schoenzeit and Planning Commission Members Jessica Loftus, City Administrator From: Melanie Curtis, Planning&Zoning Coordinator�,� , Date: 11 January 2012 . � Subject: 12-3541, KC Chermak on behalf of Robb&Tina Richter, 3508 Ivy Place, Hardcover, Lot Area/Width,Side-Street Setback Variance Request ' � Public Hearing ----------------------------------------------------------------------------------- Zoning District: LR-1C, One Family Lakeshore Residential,%acre/100' Lot Area: 14,211 sf(0.32 acre) Lot Width: ±95' @ OHWL&±75'@ 75-foot setback Application Summary: The applicant is requesting the following variances in order to build a new residence on the subject property: 1. A 75'-250' zone hardcover variance to allow 46% hardcover where 61% currently exists � and 25%is normally allowed; • 2. An average lakeshore setback variance to permit portions of the proposed covered deck to encroach closer to the lake than the adjacent residential home;and 3. A side, street setback variance to allow a 10'setback where 15' is normally required. Staff Recommendation: Planning Department Staff recommends approval of variances as outlined on page 6. Pertinent Zoning Ordinance Sections ✓ Sec.78-350.Area, height, lot width and yard requirements. ✓ Sec.78-1279. Placement of structures on lots. ✓ Sec.78-1288. Hard cover limitations. List of Exhibits ExhibitA. Application Exhibit 8. • Practical Difficulties Documentation Form Exhibit C. Existing Survey Exhibit D. Proposed Suroey � Exhibit E. Proposed Plans and Elevations Exhibit F. Submitted Hardcover Calculations for the Subject Property Exhibit G. Hardcover Calculations for Ivy Lane Encroachments Exhibit H. � City Code Sections Exhibit 1. Excerpts from MN §462.357& MN Rule 6120.3300 ExhibitJ. City Engineer Memo Exhibit K. Average Lakeshore Setback—Aerial View Example Exhibit L. Buildable Envelope Exhibit Exhibit M. Property Owners List Exhibit N. Plat Map � ` � FILE#12-3541 11 January 2012 Page 2 of 6 Background The applicant is proposing to redevelop the subject property and construct a new residence. Because of the size, shape and orientation of the property the applicant is requesting lot hardcover and side street setback variances in order to construct their home. The property consists of two separate lots: 3508 and 3510 Ivy Place. 3508 and 3510 Ivy Place function as one property even though they are two tax parcels and will be referred to for this application as the subject property. 3508 contains the primary dwelling. It is located on both tax parcels. 3510 Ivy Place is a small secondary dwelling located near the roadway on the northerly tax parcel. 3508 was constructed around 1950. 3510 was added sometime before 1960. The existing residence has an attached side load garage which was constructed before 1956. Because of the topography and the shape of the lot most of the driveway for this garage is within the unimproved right-of-way. Additionally, there are a trash can enclosure, retaining ' walls,sidewalk, lakeside shed and patio within the unimproved right-of-way. ------------------------------------------------------------------------------------ LOT ANALYSIS WORSHEET � _ Lot Area/Width: . ' LR-1C Lot Area Lot Width Required � 21,780 s.f. (0.5 acre) 100' ±95' @ OHWL& Actual 14,211 s.f. (0.32 acre) ±75'@ 75-foot setback Setbacks• . � LR-1C Required Proposed Rear 30' 47' North Side 10' 10' South Side (Street) 15' 10' Lakeshore 75' 81' The neighbor to the north is situated 83J'from the lake (based on a 2006 survey)* � , *The southerly adjacent property is City g1'—84' Average Lakeshore ROW;and not a residential lakeshore lot. The "straight line"measurement of the average lakeshore setback does not apply in this instance. The setback is based on the measured distance between the existing home and the lake on the � adjacent property. , , FILE#12-3541 11 January 2012 Page 3 of 6 , Structural Coveraee: Total Lot Area Total Structural Coverage 14,211 s.f. (0.32 acre) Allowed: 2,131.6 s.f. (15%) Existing: 2,800 s.f. (19J%) Proposed: 2,131 s.f.(15%a)* Please note, the structural coverage currently shown on the plans results in a slight overage above 15%. Staff discussed this issue with the applicant prior to finalizing the staff report. The applicant was amenable to changes which brought the proposed home within the 15% limitation. Staff hopes to have revised plans reflecting 15%a structural coverage prior to Tuesday's meeting. If revised plans are not available by the Planning Commission's meeting, a condition of any recommendation for approval should reflect compliance with the 15% limitation. , Hardcover Calculations: ` �HardcoverZone Total Area in Allowed Existing Proposed ,� Zone Hardcover Hardcover Hardcover 0—75' 6,539 s.f. 0 s.f � 384 s.f.* 0 s.f. (0%) (5.8%) (0%) 75'—250' 7,672 s.f. 1,918 s.f. 4,677 s.f.* 3,549 s.f. (25%) (60.9%) (46%) , 75' 2�50' � � 2;�209 s f. 0's:f ;I�� Lane.R0.11V ��,997��s.f Y s�. (S'S%) � (0%) *After exclusion of fabric or plastic-lined landscape beds ------------------------------------------------------------------------------------ Lot Area&Lot Width Analvsis based on State Statute 462.357: MN §462.357 Subd. 1e (d) thru (j) regulates the use and development of lots of record in the Shoreland which are nonconforming as to lot width and lot area. Item (d) indicates that cities must regulate nonconforming lots of record per these rules. Item (e) applies specifically to `single' lots of record - which doesn't apply here because these are `contiguous' lots of record under common ownership. Item (f) applies to contiguous lots of record under common ownership and states that each individual lot must be considered as a separate parcel of land for the purpose of sale or development if it meets the following four criteria: 1. Each must meet 66%of the dimensional�standards for width and area for the Shoreland classification in Minnesota Rules 6120. Section 6120.3300 establishes for a sewered, ri arian lot in the shoreland of a General Develoqment Lake the minimum width is 75 feet and minimum area is 15,000 s.f. 66%translates to a minimum area of 9,900 s.f. and minimum width of 49.5 feet.When combined,the applicant's lot meets these minimum criteria, as the area combined is 14,211 s.f. in area and between 75'—95'feet in width. . 2. Each lot must be connected to public sewer if available. The subject property is served with sanitary sewer. 3. Impervious surface coverage must not exceed 2530 of each lot. This may prove difficult on the subject property if the statute applied the hardcover limitation to only the 75'- � . FILE#12-3541 11 January 2012 • Page 4 of 6 250' zone as Orono's Code outlines. The statute limits the entire lot to 25% hardcover to meet the nonconforming lot requirement. 25% of the total lot area (14,211 square feet) is 3,552 square feet. However the applicant is requesting a variance to allow 3,549 � square feet of hardcover on the property; 3.75 square feet under 25%. While a hardcover variance is still required in order to allow the 46% hardcover requested in the 75' to 250' zone by Orono's standards, the statutory limitation of 25% of the entire lot area in order to redevelop the property without lot area and lot width variances is met with the applicant's proposal. 4. Development of the lot must be consistent with an adopted comprehensive plan. The proposed use to construct a new residence on the lakeshore residential property directly conforms to Orono's 2008-2030 CMP. Hardcover Variance The subject property currently contains 60.9% hardcover within the 75' to 250' zone and 5.8% hardcover within the 0 to 75' zone. In addition there is a considerable amount, (2,209 square r feet) of hardcover encroachments which extend into the adjacent City right-of-way. The applicant is proposing to remove all of the hardcover within the 0 to 75' zone and the right-of- way encroachments in order to construct a new home on the subject property.The right-of-way is proposed to be regraded and restored. The new home and improvements will result in 46% hardcover within the 75' to 250' zone, 1,631 square feet over the 25%allowed by Code. As part 'of this request the driveway will be relocated to access more directly off of Ivy Place,eliminating use of Ivy Lane. Side Street Setback Variance The subject property abuts the adjacent, undeveloped 60-foot street right-of-way (Ivy Lane). Because of Ivy Lane is considered a street, a side street setback of 15 feet is required. The applicant is requesting a variance to allow a 10 foot setback from Ivy Lane. The interior side lot line setbackfor the LR-1C district is 10 feet. Average Lakeshore Setback Variance The subject property does not directly abut a residential lakeshore lot on the south side; a 60 . foot wide right-of-way separates the subject property from the next residence to the south. Because average setback for this lot adjacency configuration is not addressed in the zoning code but is common throughout the City, in such situations we have consistently de�ned the required � average lakeshore setback as being equivalent to the existing lakeshore setback of the single adjacent residence. The average lakeshore setback in this case is determined by the distance between the home to the north and the lake. The neighbor to the north is set back 83.7 feet from the OHWL. The proposed 10' x 10' lakeward portion of the home on the subject property consists of a first floor(upper level) deck which is open at grade and has living space above. This covered deck is between 81 feet and 84 feet from the lake, partially ahead of the 83.7' average setback as determined by the neighbor to the north. The homes along Ivy Place are generally oriented with views directly perpendicular homes as opposed to angled views over neighboring properties (see Exhibit K). t i FILE#12-3541 11 January 2012 � Page 5 of 6 Practical Difficulties Statement Applicant has completed the Practical Difficulties Documentation Form attached as Exhibit B, and should be asked for additional testimony regarding the application. Practical Difficulties Analysis In considering applications for variance, the P/anning Commission shall consider the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated tra�c conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. The P/anning Commission 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 individual 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. Staff finds that the applicant proposes to use the subject property in a reasonable manner. The • subject property has a curved, pie shape configuration with nearly half of the property area within the 0 to 75' zone. The buildable portion of the lot consists of a narrowing triangular � shaped area with a buildable envelope approximately 45'on the lake side and approximately 25' �. at the street side and is approximately 75' deep. The lot's shape is due to circumstances unique to the subject property not caused by the landowner. The proposed home and hardcover does not appear to alter the essential character of the neighborhood. The redevelopment of the subject property necessitates the removal of the encroachments within the City right-of-way. The applicant is proposing to remove the hardcover encroachments and regrade the right-of-way. Additionally, staff would suggest the Planning Commission consider requiring a planting plan for the right-of-way which offers screening and delineates the right-of-way from the subject property. Issues for Consideration � 1. Does the Planning Commission find that that the property owner proposes to use the subject property in a reasonable manner which is not permitted by an official control? Is the level of hardcover proposed within the 75'to 250' zone reasonable? 2. Does the Planning Commission find that the variances, if granted, will not alter the essential character of the neighborhood? 3. A mature maple tree exists on the subject property in the northern portion of the 0-75' zone. As a screening benefit should efforts be made in order to preserve this and other mature trees on the subject property? 4. Does the Commission find it necessary to impose conditions in order to mitigate the impacts created by the granting of the requested variances? 5. Should vegetative screening within the restored right-of-way an appropriate method to mitigate impacts from the setback variance? Should vegetative screening be required to clearly define the separation from the applicant's property • and the City right-of-way? 6. One concern raised by an adjacent neighbor was the desire to limit excessive exterior lighting, particularly on the north side of the house. The Commission � should discuss with the applicant what kind of exterior lighting is proposed and whether downcast fixtures are more appropriate. . 7. Are there any other issues or concerns with this application? . � FILE#12-3541 . 11 January 2012 Page 6 of 6 Staff Recommendation Planning Staff recommends approval of a side, street setback variance resulting in a 10' setback from Ivy Lane in order to redevelop the property. Additionally staff recommends approval of a 75' to 250' zone hardcover variance at a level the Planning Commission deems appropriate as well as an average lakeshore setback variance to allow a portion of the 10' x 10' covered deck provided no adjacent property owners are adversely impacted. Additionally, as the subject property is currently two separate tax parcels, submittal of a new deed reflecting their combination as one lot must be submitted prior to issuance of a building permit. , ` ` � PC Exhibit A � . k � .' E�' . , �� c�� . � . � � . . . . . . �' � ��:�� .__. � :�:��:��. . . � .._....�.:� . � . .. . . :��: �� : - �� z—��.35�I . �� :��Q .`� ..�� .��i�--7�---��' , . � :. �. . � - < < :�t�� '�:��r � �t�� ,�� o� ° �� . .�� .�,�. � ��y�, „_. . . �:� . . � ��`- �:�, ...(� 88 A'F��-.�t.' ,�,�,�,,�..,�. �u�f��e„�.. . . �� l�f��'��.�: . 'a7i'YA��y� � . . �T.....�-��G`��7l•�}�f � n�W�� . � � �:�r�r�datto� ' 'fft�s�81}�pli�atit�.~i��'t`tt.�;s�<��csj' , 't.r�#u�. . .. . . . . ... . ._ . . . �P��+�n: �n±c�t�ay��!� R ��.r��i��r��r�s;r��::��-c��#�r�. . .. .. . :�+�!��;4�.��a��o��3a.�;� . . �a .�� it��-....:_ ... . . i�.�+��.il��ifitQ�: � � �� s.Aet��; ° ' � � � . .. •. : �'��id:e�z�o:ri:�tani��:�► � :� ��. �'� � t3�P"r�tap�c� ;q��ii�#�t�i� .� : .: : . :._ :.- �,•- _.^� ��: .: ,:�: ��rrrrr'c��fis�i�� - � '� �----a� ��I '�es�� f�� it��is. .. .. . . _ � ---T----..�,�, . . . ��'�'LI��P��:��t��f�1�: �- � . #+F.ac�te. �. :#��[::. .. . P��i�� hra�� #kx--�.��, c� �. ,�^ ��f�'��iii��`��t�s��d.. � ��{::��: . �. r?� ?. �.��: � � :.. :. , , , � � . � - `� . .�� ri'►#�iV��.�dr�F�.� :�: � . . _ ._.,: . f�.h�(�`�' :.��..-��. t?��• � .. �2 '�,, #' "�. ;� ' �''� .�r� � ��4Yr�� #��,.�{� ,� �, �� L• • �i,.� 1.��. r . . . � � .Ezrt2�l�f: ��:�•C�''�:�' �,� .� �, ` u.t� . '�:�.:,7.� '- �t` �:", �. . . ,_ , Y � ..� {� .�{''�j . � � - . . ... . � ,• V�•..' � . r. . " . �,p.�.,��4�F�� ' • � ' ., �t�.�: � - � �� . . ... ' � � �G��i(l a.r �o rm es. c.v v►��---..�..�'R}�� t�N�,��R.P��,Ti#��. " '�, � ; ��m�?l�t i ��i,r�amc��:, . ��a��i.sz��ia��g�i��d f�r��i ir�r�t�f}� !�4'tt�i1�?-{��c7€n�,�: - . .. � ��c�.1 _. � . . . _.� . . �su��A�d��: .� � . . I��{��-�`_,.."".�` .. �- . . ��- �=i� � � . .: . . . . _ . . .. . � � �f�f�&�J#� �� °�. ' • r. , . _� �� .r- _. . � , �. � . . . . : . �rt��: •• :., - . .� . ._ �` . . _ .. -- � � . . . .. � F�� ` � � , . .. . ��RgP`i"fiC}�l`�t'��R�G3�d��'� _ -- =.....-�-:_.�......._ � . _ � �?�ribe'��r`.�c�u�sf�rt`de��E�(s#�� . .��c�i#ioT't�t sF;i��'s��rte�e��ry�� ., C� - - . � , Y � . �A�,n ..� E � .. l/�"'F+ p,�p� �� E��L��.. ._ . . � C, .. _ ...---._.._.,� GE""` '''" _.�,�tl.�:�.. .��y = � _ -.. , ~-� _ . �� ` � � e '�� - .�' ��.�Gtn�� . —_�-C�.'1..�.�_ � �-�,-=�--1.�.;_/� , C�. , �� -�—,`�-�c� � .. � r��--z�b � � � � �'��-��-��r�.. ..-�� _ - :r� �-.�:� . .'��---�-,�v�.e . . . . . . � .t.�.�,��: �� r� -� . . ... .. . . . € . � . . _... . ___._ � RECEIVED � . � . r � � � . � . DEC152011 -- � - ...�., �_ --_--•- • . � DocuSign Enveiope ID:A6E6206B-6005-457D-B857 7 D86C8B1 REQUIRED SUBMITTALS: I All af the foll�wing informafion mu t ;be submitted by the appilcation deadline date in order.far your application to be processed. � ' � ❑ Escrow•' �.eement si ned � �� Pre-A c�tion Form . � D , Practica Dafficulties Documentation . � 0 ❑ � Surve'�, 'et�n ALL re uirements shown on a es 5-6 � � � Hardcov r� alculation s � �� , � ❑ � Wet(�nd lineation 0 ❑ 8uffer t :ovement Plan � . � . . APPLICANT AND10R OINNER: ' • Agree to provide all information e�ulred or requested by the Planning Department, • Agree to Pay addltionai fees (st ffitime not covered in the original fee payment) end/or consultant expenses fncurred in revlew of this epplica io�,and •. � � • Certify that the information sup ied is true and correcE to the best af hlslher knowledge. The applicant and owner recognize that they ar s�olely responsible for su6mitting a compiete application being aware that upon failure to do s�, e� staff has no aiternative but to reject it until it is complete or te recommend the request for d (�i of the request regardless of tts potential merit. • Acknawledge tFie Escrow Agree nt is complefed and signed. •. • The Owner hereby acknoinrledg nd agrees to this application and further authodzes reasonabie entry onto the properry by City Stafif, c n ultants, agents, Commission and Council Members for purposes of invesfigaEion and verification of I request, • Applicant andldr Owner ackn v�tledge they must be present at all scheduled review meetings uf the . Ptanning Commission and Co � ctl. �f an applicant and/or owner is unable to attend a scheduled meeting, � please make arrangemenEs to v an authorized representative attend in.place of the applicant/owner and advise the City Planner assigne t your projec� � • Some or all of the lnformallon a�.you ere asked to provide on this appiicatfon ls classified by State law as either.private ar confidential, P a�e data Is Information wh(ch generally cannot be given to tFte public but can � be glven to the subJect of the d a.� Confidential data is infarmation which generally cannot be given.to either the pubfic or the subject of the Our purpose and fntended use of this informafian is to annually update our records and records of o e�governmenta) agencies required by law. If you refuse to supply the � information, the a !ic ' a ,ot ' sued. � Applicant's Signature: � . Date: � � Z1�3�� ( Applicant's S[gnature: t Date: Owner's Signature: , �""�O�` • °i' 12/15/2011 � Date: Owner's Signature: ', Date: � �( � �� Last Updated: 6/27/2011 ��"(/� � �.� '? / (, �+ , d,i •d- � 6 ��s�� Q/�-� L �., fz � �% �� ' . � . . . ' � ' - � PC Exhibit B r� . PR�'��.�� : �:IF��i;T�E,�.C��►..C�#�EA1TATt:�A[�F�#�� . �� . . .. . . .. . v... . . . . �'fti�:#pi�ti��.r$qutrec!s�ub..., f� .��r,AY.L j►$_�iat�z�:�ipptice�r�n�. 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UNAUTHORIZED U5E OF THE PIAN //�� _� �� PLANNING $ DESIGN y_ ` - ` `�� ' IS A VIOLATION OF TFIE U.S. \\\f�� 9�00 BALTIMOFE 5T NE.SUITE 106 6LAINE,MN.55449 �;.... � .. � ,.,,�,�."�.�:� GOPYRIGHT ALT � ......:;.�.r.G1....::�.�,:,T.. "^" `� � WEBi WWW.UFPOESIGN.COM E•MAIL�INFOCDFPOESIGN.COM �:..... .. . ' ��iae�iiivxS,iiii�:cii a::r:s'> � Phane:763-780•B004 Faa:763-7B0-B015 r . ' �/�� /�f� �(�i'b't �„� f�l".�'.�T�`�'- TYLOIZ�S �u6.. OF SQ(1INC,—C"+�!!IL L � ' .�?pz a..,�� ,�xQ .. �A�c�r oF l,ot I SZ aN� ��t i� HARDC VER CALCULATION WORKSHEET��rE° �'�tiQfa��z � � � SETBACK ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' ' 500-1000' EXISTING HARDCOVER IN ZONE . � PC Exhibit F � A. House � x = S.F. Length ' Width . x = • 3zt" � S.F- 5�.�0 x ' � _ � S.F. B. Garage � x � =. S,F. . C. Driveway ' x = S,F, x = � S.F. D, Sidewalk x = s S.F;STEpP�NG ��'��a�S x = S.F. � E. Patio/Deck x � _ _ �t I S.F..-DEc� + S'Tc:d�S x � = 12D S.F.-��!�-r�o +w�.�� F. Landscape x • � = S.F. ' Underlain x = . S,F. By Plastic x = S.F. G. Retaining � x = I�- � S.F.-wA�� . Walls � � H. Other x = S;F. TOTAL HARDCOVER IN ZONE . - �a� � S.F. A• TOTAL PROPERTY AREA IN ZONE - - . 6539 S,F. B A ��'i�' �T B' �� x 100 = 5.$7 % PROPOSED HARDCOVER IN ZONE . A. House x - S.F. Length Width ' � x = � � S.F. x . ` = S.F. B. Garage � x = S.F. . C. Driveway x ' _ � S.F. x = S.F. � � o . D. Sidewalk x = � � S.F. � c=� � � x = S,F. W N � . C� E. Patio/Deck x � = S,F, W w � x = . � S.F, � ° U F. Landscape x = S.F. � Underlain x• = S.F, By Plastic x = S.F�. � G. Retaining � x . = S.F. Walls ' H. Other � x = S.F. ' TOTAL HARDCOVER IN ZONE ' - • � S.F. A TOTAL PROPERTY AREA IN ZONE - 6 5,3 9 S,F, B . � � „ n _ n „� x 9 v 1 llfl = e'Y ' o!. ' ' ✓�1L.�/��'` .✓�'Qy��',�" �,�'�-.� 9�:��' �r,�r�.o►< 5 �v�,OF�PRINE� NA12K L� , .' PyR'f Of LoT I SZ/-�NA �D7- � S7 Y. HARDCOVER CALC ATION WORKSHEET � SETBACK ZONE: (CIRCLE ONE) , 0-7'5' 75-250' . 250-500' ' 500-1000' EXfSTING HARDCOVER IN ZONE . � A. House x = �4.�� S.F.- ��u�� Length Width � X S'F' coNCRET� NGCT II�- '�oRi✓E��sr�'� x 3S- yTooP � = I SI S.F.- To C'�tt��;-� B. Garage x � -, �Rd. S.F. -�� c. oriveway 5"1--t3�T �� , x , � �I I b � f3iT NE,ci2 F�ouSC = C(b S � S.F.—�'�°�-r°� � x - S.F. � ST�Ppr rrG' �s"7's�"''�S D. SidevJalk x � = 33 S.F.- . � x = Z►fi S.F.-fRQr�T�e�a�c r5sn, E.� Patio/Deck � x � = 1$1 S,F.-�� T� �,�r�"��` x = 3fi�1 S�F.•nFc�+Si�PS . F. Landscape, x � � � _. 1 1 I S,F.-coMG. r��x1' �'� �1 Underlain � x = . � S.F. By Plastic x = S.F. G. Retaining � x = �" S.F.�'R��: ��-�- Walls � H. Oth er x = 7� S:F.-��'� ��'•3�' �'��t!`E� TOTAL HARDCOVER IN ZONE - �67 7� S.F. A• TOTAL PROPERTY AREA IN ZONE � - 7E��'�� S.F. B A �1-677 = B lf. �� X 100 = ' �b % . PROPOSED HARDCOVER IN ZONE . � A. House � x � = 2 0 2�� S.F. . Length Width ' � x = � S.F. . X = S.F. B, Garage � x = S,F. C. Driveway x � _ /�� S,F, x = S.F. ' . D. Sidewalk. x = � 'l_S 8 S.F. ,�-�'vri'," ' x = .3 � S.F. E. Patio/Deck C'�vt��.fi� �G'c°K x � _ !0 C� S.F. y'��'�� x = i o o S.F, . F. Landscape x = S,F, Underlain x� = S.F. By Plastic x ' = S.F�. . G. Retaining x . _ _ S.F. Walls � H. Other � x � = S.F.� TOTAL HARDCOVER IN ZONE � - _��•�_�•�, A TOTAL PROPERTY AREA IN ZONE . - 7 6 7 ? S.r-. B . � q .�'.��.� = .B 76- 72 x 100 = _�6. �.E.; % �''�'Qr�E� � t�i�/��t,S+ �lVSOrJ �-11��i� -IAYw�25 5u�.a��j►7rZN��'�t2rc�.�15 `�� ' ` �vkTt�� Ao�1Ac�nI.T �V� HARDC�VER CALC lON WORKSHEET �N� PRo{�pSEQ rp g� �,�G,�T�, SETBACK ZONE: (CIRCLE ONE) 0-'75' 75-250' 250-500' ' 500-1000' EXISTING HARDCOVER IN ZONE . `� '�� PC Exhibit G A. House x = S.F. Length ' Width � x = � � S.F. x � = S.F. B. Garage � x ' -. S,F. . C. Driveway ' x = �BR�" S.F.�q��5�� x = � S.F. D. Sidewalk x = L 57 S.F,'CON�- WQU��S'f�PS x = S.F, • E.� Patio/Deck x • _ �DD S.F.'�ONC, P.4Tf� x � = S.F. F. Landscape x � � = S.F. Underlain x = . S.F. � By Plastic x = S.F. G. Retaining � x = 58 S.F. � W alls � � � H. Other x = S:F. TOTAL HARDCOVER IN ZONE . - ' 2zO � S.F. A� TOTAL PROPERTY AREA IN ZONE � - 3 S.F. B q �+ B� x 100 = 55.27 % �'o��.vFo Gv iT�'✓ rs-2sa y�crf6'2c„�F=2z a�f �/G� - PROPOSED HARDCOVER IN ZONE � �8�� =S9.a�; • tar�.e�.o = 3 9 5'� � 7�'�Z = f.�,66'9 . A. House x = � S.F. Length Width ' � x � _ � ' S.F. x . = S.F. B. Garage � x = S.F. � C. Driveway x � _ � S.F. x = S.F. � D. Sidewalk x = � � S.F, � . x = S.F. � E. Patio/Deck x � = S.F. . x = S.F. � F. Landscape ' x = S.F. � Underlain x� = S.F. Q ° ' By Plastic x = S.F. > ° � — rn ( e G, Retaining x _ . = S.F. V � �' Walls ' � � � I- H. Other ' x = S.F. ' � � TOTAL HARDCOVER IN ZONE ' - • ' S,F, A TOTAL PROPERTY AREA IN ZONE - S,F. B . � � - R Y �nn = oi . � ' PC Exhibit H Sec. 78-350. Area,height,lot width and yard requirements. (a) Height. No structure or building in the LR-1 C district shall exceed 21/2 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(acre) Lot Width(feet) Front Yard(feet) Side Yard(feet) Rear Yard(feet) Side Yard Adjacent to Street feet) 0.5 100 30 10 30 15 Sec. 78-1279. Placement of structures on lots. When more than one setback applies to a site, structures and facilities must be located to meet all setbacks. Structures shall be located as follows: (6) Average lakeshore setback. No principal or accessory stxucture sha11 be located closer to the lakeshore than the average distance from the shoreline of existing residence buildings on adjacent iots; except that this does not apply to stairways,lifts, landings and lockboxes. Further,the average lakeshore setback shall apply only to classified lakes and shall not apply to tributaries. The average lakeshore setback line shall be a straight line connecting the most lakeward protrusions of the residence buildings on the immediately adjacent lakeshore lots. � a. In instances where the average lakeshore setback can not be met, administrative approval may be granted at the discretion of the planning , director provided no lake views of an adjacent lakeshore lot are obstructed and adjacent neighbors provide written approval. Sec. 78-1288.Hard cover limitations. (a) Hardcover allotment. The following hardcover restrictions apply to all properties in the Shoreland Overlay District: (1) Hardcover zones. a. ` Within 75 feet of the Ordinary High Water Level (OHWL) of any lake or tributary,no hard cover or impervious surface shall be placed, located or constructed, except for driveways, stairways, lifts, landings and lockboxes as regulated elsewhere in this Code. b. Between 75 feet and 250 feet of the OHWL,there shall be no greater than 25 percent hardcover. c. Between 250 feet and 500 feet of the OHWL there shall be no greater than 30 percent hardcover. d. Between 500 feet and 1,000 feet of the OHWL there shall be no greater than 35 percent hardcover. (2) Zone to zone credit/debit. a. The allowed allotment of hardcover for the 250 feet to 500 feet zone or the 500 feet to 1,000 feet zone may be increased up to an unused square footage of allowable hardcover of a zone closer to the OHWL. b. Unused hardcover cannot be transferred to a zone closer to the OHWL. c. If hardcover is credited from one zone to another, additional hardcover may not be later added to the zone closer to the OHWL if the presence of such hardcover would have prevented the crediting. ' d. The allowed hardcover in any zone shall be decreased by the amount of , legal non-conforming hardcover in the zone next closer to the OHWL. (b) Additional hardcover provisions. " (1) Overhangs: a. Where an overhang is supported by a post, the area under the overhang to � the outer edge of the post shall be considered as hardcover. b. All but the outer two feet of an unsupported overhang ten feet or more off the ground shall be considered hardcover. The following drawings are included for illustrative purposes: [Drawing 1]. (2) Decks: Hardcover may be added under a deck attached to a principal structure if the deck is conforming or legal nonconforming and the added hardcover is otherwise permitted. (3) Driveway easements: The following principles apply where one or more properties (secondary property) gain its driveway access from an adjacent property(primary property)by virtue of a driveway easement: a. That portion of the driveway on the primary property that serves both the primary and secondary property is considered hardcover for the primary property. b. That portion of the driveway on the primary property that serves only the secondary property is not considered hardcover for either the primary or secondary property. i ` c. The area of the driveway on the primary property that serves only the secondary property shall not be included in the lot area of the primary property for purposes of calculating hardcover. The following drawings are included for illustrative purposes: [Drawing 2]. (c) Future improvements. The following items shall be included in hardcover calculations regardless of whether they are proposed to be construction at the time of building permit application: (1) Proof of a two-car garage(detached or attached). (2) For all garages a driveway, subject to the standards in paragraph(d) of this section. - � (3) A 24 inch wide sidewalk from the front door to the driveway. • � (4) The minimum stairway or landing at all exterior doors as required by the building . code. , (d) Driveways. All driveways shall comply with the following minimum dimensional standards: � (1) Driveways serving end loading garages shall maintain a driveway apron with ' minimum width equal to the width of the overhead door(s). For purposes of this section, a driveway apron is that portion of a driveway that extends 15 feet from the garage door(s) on an end loading garage. (2) Driveways serving side loading garages shall provide a minimum turn around or back up depth of 20 feet, as measured from the garage door(s). (3) Minimum driveway taper ratio shall be 2:1. (4) Driveways shall be at least eight feet in width at the street or private road. (5) A turnaxound shall be provided for a driveway with direct access to an arterial or collector roadway, or for a side load garage as determined necessary by the city planner. The minimum dimensions of the turnaround shall be eight feet in width by 12 feet in depth. (6) "Wheel strip" driveways are allowed,but the entire width of the driveway(from outside to outside of the strips)will be considered hardcover. The following drawing is included for illustrative purposes: [Drawing 3]. (e) Compliance. � (1) It is unlawful to convert, enlarge, or alter any structure or use any structure in a manner that violates the hardcover limitations. (2) Nonconforming hardcover may not be relocated or expanded in any way unless the property is brought into conformance except: a. A roofline may be changed but the roof may not be extended over unroofed portions of the structure. b. An additional story may be added over roofed portions of a structure. c. An open or screened porch may be converted into a two or three season porch or year round living space(including replacing a post foundation with a perimeter foundation)provided hardcover is not increased. (3) This section is independent of lot coverage regulations in the city Code. Accordingly, a property must conform to both hardcover and lot coverage regulations. ' ' PC Exhibit I ' 2 MINNESOTA STATUTES 2011 462.357 Subd. ld. Nuisance. Subdivision lc does not prohibit a municipality from enforcing an ordinance providing for the prevention or abatement of nuisances, as defined in section 561.01, or eliminating a use determined to be a public nuisance, as defined in section 617.81, subdivision 2, paragraph (a), clauses (1) to (9), without payment of compensation. , Subd. le. Nonconformities. (a) Except as otherwise provided by law, any nonconformity, including the lawful use or occupation of land or premises existing at the time of the adoption of an additional control under this chapter,may be continued, including through repair,replacement, restoration, maintenance, or improvement, but not including expansion, unless: (1)the nonconformity or occupancy is discontinued for a period of more than one year; or (2) any nonconforming use is destroyed by fire or other peril to the extent of greater than 50 percent of its estimated market value, as indicated in the records of the county assessor at the time of damage, and no building permit has been applied for within 180 days of when the property is damaged. In this case, a municipality may impose reasonable conditions upon a zoning or building permit in order to mitigate any newly created impact on adjacent property or water body. When a nonconforming structure in the shoreland district with less than 50 percent of the required setback from the water is destroyed by fire or other peril to greater than 50 percent of its estimated market value, as indicated in the records of the county assessor at the time of damage, the structure setback may be increased if practicable and reasonable conditions are placed upon a, zoning or building permit to mitigate created impacts on the adjacent property or water body. , (b) Any subsequent use or occupancy of the land or premises shall be a conforming use or occupancy. A municipality may, by ordinance, permit an expansion or impose upon nonconformities reasonable regulations to prevent and abate nuisances and to protect the public health,welfare, or safety. This subdivision does not prohibit a municipality from enforcing an ordinance that applies to adults-only bookstores, adults-only theaters, or similar adults-only businesses, as defined by ordinance. (c)Notwithstanding paragraph (a), a municipality shall regulate the repair, replacement, maintenance, improvement, or expansion of nonconforming uses and structures in floodplain areas to the extent necessary to maintain eligibility in the National Flood Insurance Program and not increase flood damage potential or increase the degree of obstruction to$ood flows in the floodway. (d)Paragraphs (d)to (j) apply to shoreland lots of record in the office of the county recorder 'on the date of adoption of local shoreland controls that do not meet the requirements for lot size or lot width. A municipality shall regulate the use of nonconforming lots of record and the repair, replacement, maintenance, improvement, or expansion of nonconforming uses and structures in shoreland areas according to paragraphs (d)to (j). _� (e)A nonconforming single lot of record located within a shoreland area may be allowed as • a building site without variances from lot size requirements, provided that: (1) all structure and septic system setback distance requirements can be met; (2)a Type 1 sewage treatment system consistent with Minnesota Rules, chapter 7080, can be . installed or the lot is connected to a public sewer; and (3)the impervious surface coverage does not exceed 25 percent of the lot. Copyright�2011 by the OtT'ice of the Revisor of Statutes,State of Minnesota.All Rights Reserved. � . i Z 3 MINNESOTA STATUTES 2011 462.357 (� In a group of two or more contiguous lots of record under a common ownership, an individual lot must be considered as a separate parcel of land for the purpose of sale or development, if it meets the following requirements: (1)the lot must be at least 66 percent of the dimensional standard for lot width and lot size for the shoreland classification consistent with Minnesota Rules, chapter 6120; (2)the lot must be connected to a public sewer, if available, or must be suitable for the installation of a Type 1 sewage treatment system consistent with Minnesota Rules, chapter 7080, and local government controls; (3) impervious surface coverage must not exceed 25 percent of each lot; and (4) development of the lot must be consistent with an adopted comprehensive plan. (g) A lot subject to paragraph (� not meeting the requirements of paragraph (fl must be combined with the one or more contiguous lots so they equal one or more conforming lots as much as possible. �. (h)Notwithstanding paragraph(fl, contiguous nonconforming lots of record in shoreland areas under a common ownership must be able to be sold or purchased individually if each lot � contained a habitable residential dwelling at the time the lots came under common ownership and the lots are suitable for, or served by, a sewage treatment system consistent with the requirements � of section 115.55 and Minnesota Rules, chapter 7080, or connected to a public sewer. � (i) In evaluating all variances, zoning and building permit applications, or conditional use requests, the zoning authority shall require the property owner to address, when appropriate, . storm water runoff management, reducing impervious surfaces, increasing setback, restoration of wetlands, vegetative buffers, sewage treatment and water supply capabilities, and other conservation-designed actions. � (j)A portion of a conforming lot may be separated from an existing parcel as long as the remainder of the existing parcel meets the lot size and sewage treatment requirements of the zoning district for a new lot and the newly created parcel is combined with an adjacent parcel. Subd. lf. Substandard structures.Notwithstanding subdivision le, Minnesota Rules, parts 6105.0351 to 6105.0550, may allow for the continuation and improvement of substandard structures, as defined in Minnesota Rules,part 6105.0354, subpart 30, in the Lower Saint Croix National Scenic Riverway. Subd. lg. Feedlot zoning controls. (a)A municipality proposing to adopt a newtfeedlot zoning control or to amend an existing feedlot zoning control must notify the Pollution Control � Agency and commissioner of agriculture at the beginning of the process, no later than the date notice is given of the first hearing proposing to adopt or amend a zoning control purporting to address feedlots. (b)Prior to final approval of a feedlot zoning control,the governing body of a municipality may submit a copy of the proposed zoning control to the Pollution Control Agency and to � the commissioner of agriculture and request review, comment, and recommendations on the environmental and agricultural effects from specific provisions in the ordinance. (c) The agencies' response to the municipality may include: (1) any recommendations for improvements in the ordinance; and Copyright �O 2011 by the Office of the Revisor of Statutes,State of Minnesota.All Rights Reserved. . �� i �� 3 .5 REVISOR 1��300 Riparian lots Nonriparian lots Single 40,000 20,000, Duplex 70,000 35,000 Triplex 100,000 52,000 Quad ` 130,000 65,000 Lot width (feet) Single 125 , 125 Duplex 225 ' 220 Triplex � 325 315 Quad 425 410 E. Recreational Development, sewer: � Lot area (square feet) Riparian lots Nonriparian lots Single 20,000 15,000 Duplex 35,000 26,000 Triplex 50,000 38,000 Quad 65,000 � 49,000 Lot width (feet) Single 75 75 Duplex 135 135 Triplex 195 190 Quad 255 245 F. General Development, sewer: Lot area (square feet) Riparian lots Nonriparian lots Single 15,000 10,000 � Duplex 26,000 17,SOU Copyright�2009 by the Revisor of Statutes,State of Minnesota. All Rights Reserved. � . � 6 REVISOR 6120.3300 Triplex 38,000 25,000 ? Quad 49,000 32,500 ot width (feet) � Single . 75 75 Duplex ' 135 135 Triplex 195 190 Quad 255 245 Subp. 2b. Lot width standards for single, duplex, triplex, and quad residential development; river classes. The lot width standards for single, duplex, triplex, and quad residential development for river classes are: � Lot width (feet) Remote Forested Transition Agricultural Urban & Tributary � •No sewer S ewer Single 300 200 250 150 100 75 Duplex 450 300 375 225 150 115 Triplex 600 400 500 300 200 150 Quad 750 500 625 375 250 190 Subp. 3. Placement and height of structures and facilities on lots. When more than one setback requirement applies to a site, structures and facilities must be located to meet all setbacks. The placement of structures and other facilities on all lots must be managed by shoreland controls as follows: A. Structure setbacks. The following minimum setbacks presented in the following table for each class of public waters apply to all structures, except water-oriented accessory structures and facilities that are managed according to item H: (1) Structure setback standaxds Ordinary high water Setback from top Class level setback(feet) of bluff(feet) Unsewered Sewered Natural environment 150 150 30 Recreational development 100 75 30 Copyright�2009 by the Revisor of Statutes,State of Minnesota. All Rights Reserved. '" ' PC Exhibit J �- Stantec Consulting Services Inc. 2335 Highway 36 West `"y:;,`� St. Paul MN 55113 Tel: (651)636-4600 Fax:(651)636-1311 Stantec January 9, 2012 Melanie Curtis Planning &Zoning Coordinator � City of Orono Post Office Box 66 � Crystal Bay, MN 55323 Re: 3508 Ivy Place File No. 193800284 Plat No. 12-3541 Dear Melanie: We have reviewed the plans for the proposed house and grading plan for 3508 Ivy Place.The plans are dated 12-20-11. We have the following comments with regards to engineering matters: • It appears some slopes along the northwest property line may exceed 3:1. Care should be taken during construction such that slopes do not exceed 3:1. • The plan proposed grading within the City right-of-way to remove existing private improvements. The city may wish to seek an additional escrow for potential damages to City property and erosion control for this area. • This project will disturb more than 100 CY of material. Sediment and erosion control information meeting the requirements of Orono's City Code 79-7(c)(2) must be submitted. The minimum $2000 sediment and erosion control financial security should be required of the owner for this permit. If you have any questions, please contact me at(651) 604-4894 or darren.amundsen@stantec.com. 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Ci pq�182 : � � ' ' ' PC Exhibit M RUN DATE: 12/19R011 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM(PROPERTY OWNERS LIS'I) 38 20-117-23 42 0022 38 20-117-23 42 0023 38 20-117-23 42 0024 J&S WHITE STEPHEN B&PAMELA WILSON STEPHEN B&PAMELA WILSON 35161VY PL 3510IVY PL 3508 IVI PL JAMES M&SHERRY D WHITE STEPHEN B&PAIvIELA WILSON STEPHEN B&PAMELA WILSON 3516IVY PL 3508IVY PL 3508 IVY PL WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 • i 38 20-I 17-23 42 0029 38 20-117-23 42 0031 38 20-117-23 42 0033 D L CUMMINGS&M M CUMININGS D S&K J OWEN ROBERT S&KRIS1'A E MULLIN 3525 IVY PL 34861VY PL 3532 IVY PL DANIEL L&MARTHA M CUMMINGS DAVID S&KAY J OWEN ROBERT S&KRISTA E MULLIN 3525 IVY PL 3486IVY PL 3532 IV1 PL WAYZATA MN 5539] WAYZATA MN 55391 WAYZATA MN 5539] 38 20-117-23 42 0035 38 20-117-23 43 0053 38 20-117-23 43 0054 PETER J BAZIUSUSAN M BAZIL PATRICK J NEUVILLE LEISEL&MARK PFLEGHAAR 3535 IVY PL 3271 CASCO CIR 3509 IVY PL PETER J BAZIUSUSAN M BAZIL PATRICK J NEUVILLE , LEISEL&MARK PFLEGHAAR 35351VY PL 3271 CASCO CIR 3509 IVY PL WAYZATA MN 55391 WAYZATA MN 55391 WAYZATA MN 55391 I CERTTFY THAT THE FACTS REPRESENTED ARE ACCURATE REPRESENTATION OF INFORMATiON AS IT APPEARS THIS DATE ON THE CO S •fl HE IN ?CPAYER SERVICES DEPARTMENT. 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For more information contact: Print Ddte: 12/19/2011 Hennepin County GIS Division Map Legend: 300 South 6th Street Map Scate: 1" = 117' Minneapolis,MN 55487 Buffer Size• 150 feet gis.info@co.hennepin.mn.us ' � 'fAfater � Major Roads � Park h�{inor Roads Map Comments: i�� Parcel � �+ 3508 Ivy Place �. Buffer Region w.� ___ E Orono MN � �� Selected Parcels �, ,ua►z. i��'i NENNEP4K �� - DEC 2 3 Zp�1 cmr oF oROrvo