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Home My WebLink AboutAdditionl paperwork from old PID including resolutions 5049 and 6308 � i iiiiiii iii�iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii iiii Doc No A09997160 Certified,filed and/or recorded on Aug 22,2013 3:46 PM Office of the County Recorder Hennepin County,Minnesota Martin McCormick,County Recorder Mark V.Chapin,County Auditor and Treasurer Deputy 26 Pkg ID 1020565C Doc Name:Resolution Document Recording Fee $46.00 Attested Copy or Ouplicate $2.00 Original Document Total $48.00 I i !i 1 i This cover sheet is now a permanent part of the recorded document � . • , , . . . �O� O � O CITY of ORONO � � RESOWTION OF THE CITY COUNCIL �� ,� No. b 3 0 8 L9kESH04� A RESOLUTION APPROVING A SUBDIVISION OF A LOT LINE REARRANGEMENT FILE NO. 13-3613 WHEREAS, the City of Orono is a municipal corporation organized and existing ' under the laws of the State of Minnesota; and WHEREAS, the City Council of Orono (hereinafter "City Council°) has adopted subdivision regulations for the orderly, economic and safe development of land within the C'�ty; and • ' . WHEREAS,Gabriel E.Jabbour,a single person(hereinafter the°Owner)is the owner of the property located at 430 Big Island within the City of Orono(hereinafter"City")and , legally described as follows: ' Lots 2 and 3 Scrivers Subdivision of Lot E, Morse Island Park, Hennepin , County, Minnesota(hereinafter"430 Big Island°);and ' , WHEREAS, Gabriel E. Jabbour, a single person (hereinafter the "Owner") is also the owner of the property located at 440 Big Island within the City of Orono (hereinafter , "Ciry")and legally described as follows: ' Lot 1, Scrivers Subdivision of Lot E,Morse Island Park,and Lot 6 and the South Half of Lot 7, Morse Island Park Second Addition, Hennepin County, Minnesota �,. (hereinafter"440 Big Island°);and ' , WHEREAS, Gabriel E. Jabbour, a single person (hereinafter the °Owne�') is also the owner of the property located at 450 Big Island within the City of Orono (hereinafter , "City")and legally described as follows: ' Lots 1, 2, 3, 4 and 5, Morse Island Park, Hennepin County, Minnesota (hereinafter°450 Big Island°);and WHEREAS,the Owner has submitted an application for a lot line rearrangement involving 430 Big Island,440 Big Island,and 450 Big Island in order to combine portions of 440 Big Island with 430 Big Island and 450 Big Island and eliminating one Big island Record Lot; and WHEREAS, after due published and mailed notice in accordance with Minnesota ' Statutes 462.358 et. seq. and the City of Orono Zoning and Planning Codes, the Orono Planning Commission held a public hearing on the lot line rearrangement on July 15, 2013 at , which time all persons desiring to be heard conceming this application were given the ', � • I �O� ' O � O CITY of ORONO a � RESOLUTION OF THE CITY COUNCIL �'�r � ��,� No. 6 3 p S �Esxo�`' opportunity to speak thereon;and WHEREAS, the Orono C'ity Council reviewed the proposed lot line rearrangement at a regular meeting held on August 12, 2013 and makes the following findings with regards to the proposed lot line rearrangement: ' FINDINGS ' 1. This application was reviewed as Zoning File#13-3613. �' ' 2. 430 Big Island is currently known as Big Island Record Lot#30. It is a vacant lakeshore j property containing 44,537 square feet or 1.02 acres in area. , 3. 440 Big Island is currently known as Big Island Record Lot#24. It is 47,762 square feet I, or 1.11 acres in area. A small cabin,two small sheds and a septic system exist on the ', property. The property straddles the platted nght-of-way Massasoit Avenue/Moslin ! Avenue. I 4. 450 Big Island is known as Big Island Record Lot#27. The property is 46,661 square � ' feet or 1.07 acres in area. A cabin, small shed and septic system currently exist on this property. 5. Following the lot line rearrangement 440 Big island which is shown as Parcel 2 on Exhibit A (the submitted survey dated 07/30/2013)will have 68,776 square feet in area or 1.57 acres in area; and 450 Big Island which is shown as Parcel 1 on Exhibit A will , , have 71,184 square feet or 1.63 acres in area I ' 6. Following the lot line rearrangement 430 Big Island,othetwise known as Record Lot#30, ! will cease to exist. ' 7. Because this is a lot line rearrangement which results in no additional lots,no park fee or stormwater trunk fee will be required. , S. Dedication of drainage and utility easements are not required as this is not a new plat. 9. The proposed lot line rearrangement will not result in making any of the structures on either property non-conforming. 10. Resolution No. 1548 regarding the establishment of Record Lot#30 will be extinguished 'rf necessary. Page 2 of 3 - �°� O O CITY of ORONO , � � RESOLUTION OF THE CITY COUNCIL �t�� p'�'� NO. �,�z,� $- 9�ESII��' CONCLUSIONS,ORDER AND CONDITIONS NOW, THEREFORE, BE IT RESOLVED, that based upon one or more of the findings noted above, the City Council of the City of Orono hereby grants the lot line ' rearrangement of the above referenced properties based on the lot line rearrangement survey dated 07/30/2013 by Advance Surveying & Engineering Co., attached as Exhibit A, subject to ', the following conditions: 1.. The Owner shall file the appropriate deeds reflecting the new legal descriptions for each , property(subject to City Attomey approval) with the Hennepin County Recorder's Office and/or Registrar of Titles Office on or before August 12, 2014, or the approval granted by this resolution shall expire. Adopted by the City Council of Orono, Minnesota this 12h day of August, 2013. : ATTEST: , �c�t_�-�---( f,��,c�jl�, _ Rachel Dodge, Ciry Clerk Lili Tod cMillan,Mayor Page 3 of 3 . , Resolution , . Exhibitq 5308 . - . --�—- ` � fi� � "i � s F � S � °�� °' p� " �� °�, a 1t� � %� � ` C�� "r� ` C > �� g :4 � rbr �g � [�"$ � EB- ! E � ��' �.2 � �i i �C�q - ;itg "s �� .� A{� �Cs " $L x�* . _� � '" sY�'f. G �i � �`: � � ��s 5 c' g' �' >' i �n �` y m P[ s 9 �p �p.� � r� Fi .� Q � � �' C � . � `�,� R p"'E � 4 �r ^. _ .ti. B � = F P� 8 � � � ; ! �s� s � M ��d � �€ � ' � i� � � £"� �, `_� s ` � �'� � � � �� '-� � i� � � �8 � '��3 3�E �€ i � = z �' � i� .p �� ii ] ^�' � t . �[ �� } O y . . - � � � 9�"� �' �� 9� �� ? �� ;� r � � �i � ��6 �Y �� ',�g €3 �i El@ �� i `e �5 �� ' � �� 3 � � �� $ � �f �g . � : z� °rg � �� zy� �� `�' �V n � x � �. � �t� ~ . � �� g � ii �F � 6� . .. s ' . u_sx-� . �'�8'Y�O1�A �....r �O ,_a...�- � � ! � 1 � I r� �N � I \ � �1 \ � M�I`L1�� _��=FI��. � � \\ �C��-� i�'I � � � ' 7lat �T-�i�� I__ ��.,u _�,�r— � � ! r _ � � � r �` � _— � �'� r �;•' p � o � �p � ' � � � z �� 1 —1 I r_ � —I '�� — � � • •• � O , Qii <�� \\� � \\i �GY��T O '� � � �� r � r \ 4E � / . � �� ^, �"� . �a MO d� N 1' �' � -r'�'r-"'-_...._ rNy �� 'iSE ��SLAN� pA�K �' �° , l� \�� njr. � � � '�� I � y� c� � 1 �` �� '"� � O � � ' � I yl $�a r�_ --�--- —��:_ � i f r �� [ �•� \� /�"J �� "'��-�'�" i a �"/� � 6 A'Gf7fv:Q'f ]�'�.-�""��_' S\` ��40D� i � ��. �5� ---� � � --- r � O�-a�C�\� 4�ti� ` � ` •�.,---i _�—�, • I I � � � `�`/1'y� f ,�.--"'�— ' I '--- k � � c \ {� ,/ r.--,,. � � � S �,'�`'.$,5 l � �p R I ; � �� 'pa��t. '`�• �� O'\ I L; I2 c I � � o �. � `, �,`��., �, y , ��:�� . ,,. �rr, `, � `�K � ;r;�� i s o ;' M �E �'SJ�aTvo;, � � t t 'y , � ;,��,- �j�o� i PARK SECON� AD ITION � } _ I � , i _W� � � ' . � ^'azr7c-E �{ � ——_J . ` � � z � . m R � • c � � D � N _ 0 w . . � � � . a. � � �_.—.....�....e.__m___,,.�.,,-...-�n_ ..�.m....o�...._..._. - STATE OF MINNESOTA ) )ss COUNTY OF HENNEPIN ) The undersigiied,being duly qualified and appointed City Clerk of the City of Orono,Minnesota,certifies that I compared the foregoing resolution adopted at the meeting of the Orono City Council on August 12,2013,with the original thereof on file in my office,and the same is a correct transcription thereof. WITNESS my hand officially as such City Clerk and the corporate seal of the City this��day of f-�-c.�� ,2013. � _ c_./�c�.6��' ��c,c(G� '��Y City Clerk �--�A��""' ^,��, ° ,- u � b h�'� `� 5�� . f �'��1 ,��M� - � � . r Y,,1 ..4� y�. .�. . '�<�' ," �' �y..rt� t ,�: �i'�� :1 O i c��' f�.;r.ry 1 f h .. . �:/�, S i_ �j� J Y .: �i�s J 2+L i � �. �� .. � � � . 7 .s�} '�``r ��:�.�"��.. .;}�{ f f .1.Y� �� r.. _ '� f.y. 3.`.' r f'r �s � .c.-�''��'�'�'".. ..�F1-,'_�,. ...qu�-"�A, . ;`��._ � � ( . � � ! a Doc No 8327172 04f07/2004 01:02 PM Certified filed and or recorded on above date: Office of the County Recorder Hennepin County, Minnesota Michael H. Cunniff, County Recorder Deputy 20 TranslD 18754 Fees $15.00 DOC $5.00 SUR $1.00 COPY �,.; $21.00 Totai � `> ,� � ':fi S:d 3� ! f �4 � y� �� M� c��-.2°1"�°1 � o � � O �� O ��-,, ,,,� � C I TY of ORONO � , � �:� c�,/ ' �� ~' RESOLUTION OF THE CITY COUNCI L �'� ��G T`'i �i , 9kESH�4 N 0. �.� �� A RESOLUTION GRANTING A CONDITIONAL USE PERi'VIIT PER 1�TUNICIPAL ZONI:�'G CODE SECTION 78-567 FILE NO. 03-2939 WHEREAS, Peter A. Thorkelson, a single person, (hereinafter "the applicant") is the owner of the property located at 440 Bi� Island within the City of Orono (hereinafter the "City") and legally described as follows: Lot l, Scriver's Subdivision of Lot E Nlorse Island Park and Lot 6 and the South Half of Lot 7, Morse Island Park Second Addition, Hennepin County, Minnesota (hereinafter the "property"); and `VHEREAS, the applicant has made application to the City of Orono for a conditional use pennit per Orono Municipal Zoning Code Section 78-567 to allo�v private sewer improvements through platted public right-of-way. NOW, THEREFORE BE IT RESOLVED by the City Council of Orono, Minnesota: FIIVDINGS 1. This application was reviewed as Zoning File #03-2939. 2. The property is located in the RS, Seasonal Recreation Zoning District. 3. The Planning Commission reviewed this application at a public hearing held on September 15, 2003 and recommended approval of the conditional use permit based on the following findings: a. The applicant's property is a non-contiguous lot separated by platted public right-of-way. Page 1 of 5 � � o� 0 0 '� CITY of �RONO �,,�� .:�,9 � � � � :�� RESOLUTION OF THE CITY COUNCI L t9kESH�4� NO. - b. Due to limited space on the parcel where the home is situated and in order to serve the property with private sewer the drainfield must be located on the inland property. 4. The City Council has considered this application including the findings and recommendation of the Planning Commission, reports by City staff, comments by the applicant and the public, and the effect of the proposed conditional use permit on the health, safety and welfare of the community. CONCLUSIONS, ORDER AND CONDITIONS Based upon one or more of the above findings, the Orono City Council hereby grants a conditional use permit per Orono Municipal Zoning Code Section 78-567 to allow construction of a private sewer line through platted public right-of-way, subject to the following conditions: 1. Council approval is based on the plan submitted by the applicant and annotated by City staff, attached to this Resolution as Exhibits A and B. Any amendments to the plan which are not in conformity with City codes will require further Planning Commission and City Council review. 2. The applicant acknowledges that placement of septic system connection pipes within the right-of-way is at their own risk. The system should be constructed so as to minimize the possibility of damage by vehicular traffic on the right-of-way. 3. Applicant shall, prior to placement of improvements within the right-of-way, execute a hold harmless agreement which releases, indemnifies and holds harmless the City and the public from any and all claims or causes of action arising out of the use or alteration of the platted right-of-way by applicant or their invitees. 4. Authorities �-anted by this resolution run with the property not with the applicant, but are permissive only and must be exercised by obtaining a building permit for the new construction ��ithin one year of the date of Council appro��al, or the conditional use perniit will expire on that date (September 22, 2004). Page 2 of 5 � � o� o ,� _ o � a�� ♦� C I TY of ORONO 1'] i ,.�a -�� l� i� .ti ��;�:%� � ' ��` ~' RESOLUTION OF THE CITY COUNCI L �� G �kESH�� N0. �`� ,a`�� :� �� 5. Violation of or non-compliance with any of the terms and conditions of this resolution shall constitute a violation of the zoning code, shall automatically terminate any authority granted herein, and shall be punishable as a misdemeanor. 6. The undersigned applicant has read, understood and hereby agrees to the terms of this resolution and on behalf of the applicant and the applicant's heirs, successors and assigns, hereby agrees to the recording of this resolution in the chain of title of the property. Adopted by the Orono City Council on the 22"d day of September, 2003. ATTEST: � f , '-, - , --;�-., � �, , ; � - , ? ,� . /,� - = � , ��.��..��.-�� . 1, LC.� � ��_ -� � -(r�L,4�,,.�l..i; �., Linda S. Vee, City Clerk Barbara A. Peterson, Mayor ; .� �j' �.,, + J ��Jl � �: f,�� ,-� �..,=� �-�`� L` �._< �'�.,._ Property Owner(s) Page 3 of 5 � � o� o ,� o �� CITY of ORONO � C� ��;�� ti �' `�` ~' RESOLUTION OF THE CITY COUNCI L ��l �G �... ,�� . - `9kESH�SL` NO. _ �� `:-f ,`*;. � STATE OF MINNESOTA COUNTY OF HENi�'EPI'�i 1 , `�;�}� The foregoing instrument was acknowledged before me on this 2�"d day of September, 2003 by Barbara A. Peterson, ;�iayor of the City of Orono,� a Minriesota municipal corporation and said instrument was executed on behalf of the City. � � ! , , , � , ;�� . � �`�,��_ t � .;N �. t �. � �� _ t��-�. �� R,SCh�EL D��'C ;'` Notary Public �� '?� No�ArY Pusuc_�,.,,��:.-��Ta My Commiscian Er,pirs�Jc:r�. ; ,?�^� - STATE OF MINNESOTA COUNTY OF HE_NVEPIN ,:.°-�� The foregoing instrument was acknowledged before me on this_�`� day of `: ;�:'��..;,�i_�� 1, 2003 by Linda S. Vee, City Clerk of the City of Orono, a Minnesota municipal corporation and said instrument �vas executed on behalf of the City. ti �:, t:: ��_ �'� � � l_ J_,''c ; (� �:k'_. f ''��`�"�� otary Public .,:.� �-'�..��<w;-. ' �?; R�CH�L D4�^� ��; � r��r��r�u£�r�-nrt r��:-�,�,r�a ?�; � :I�t�).� .7 �ll.n- ,'. Page -� of 5 � .�, O,�. , O O '�� t:- ��` CITY of ORONO � � � �r�`, '' �1>„ .\"�.µ� � �L Y' �`' �G~' RESOLUTION OF THE CITY COUNCI L �kESH�4 NO. �" �;t ;-� State of Minnesota ) ) ss. County of Hennepin ) ��". This instrument was acknowledged before me this ,T day of (';�-��:,.; , 2003 by Peter A. Thorkelson, a single person. � �, . " D�NIS�M. LESKINLPJ ' � ` �,%;I � � �' NOTARY PUBLIC-MINNESOTA � : i �{'.�p�� `�I �'� � � ° ':,,,+.:' My Commissicn Ex res Jcn.31,29_5 o. a' � ` Notary Public ;, Page 5 of 5 ' , ' � REBAR 0 �a �cst _ �� I ol true coiner N g6'3817- E -- -t50.�3-- � - 00 � —� �—!�c�r— � ' N I�ne ol S 1/2 0( Lot 7 � \ 1� � � � �� \ � � � �� FOUND EXISTINC � � - REBAR �N��° � _ -- - --- - - - - - - -�� -- - - - o � �� - � - P � � � , � � � , , I �;� ,, I � ) �Q � ^'�, z3�z �2' V Jl _-_"__ /��. ^ .//i d _ i h��;% o '� i ,. , z � � , � .,.;�., "' ;��p 7 X,� � � � / ' 1 }5 I9 � ;1 �- -- �� ``i � f I I ^ / cp� � , � �_ �^ NP �� 3�, � 4 3 �Q FT < � :,� 0 � \ � Z � �' OU f BUiLDiNG 22 � 45 SO FT � - 42 -- � /� �- / �� i� L _ �� J /�. i I/� / ,_- Sel t,'2 iron, 9235 cop � � on i�ne ]� feet NE ol SE � I�ne ��ssasoll Ave, � �/ eslaC �shed os described 7 � I herea� ond on I�ne 33 l _ f<_el Ecst of line between 9235 cap !oun� irons on West I�ne < � er plat � �,�asscsolt Ave. � found to ' 3J (eet 5 — --� S�g" I Fo�nd I/2- iron, l 0a / North - O� NE of lrue corner, set (� ) -�"> 9235 capped 1/2" — _ � .y iron 33 feet NE ol Sq. SW line of Mossasoll �is`sJ� A�e. established os I °p6,6'� described hereon ond 45 �eet per plal NW �.., of found 1�2 iron \ �(� � Set 9235 copped 1/2" � � t, I iron plat dislonce NE �! ' � � � p( iron to SW and on I / �� L J � Ilne for found iron lo � ` � �' _ N E � �� . J � �O� ��, aE�yo�/ �� I ��, S � `'��'1' � \ ) � � So — `' ' , , ' '-6s�; C � � � ��,., �� QS 6. ��. .-_. � \ �l � \o �F � � — \� SS � \ 4. \ �`� �//' � � � > \ �S��6- Found 1/2" iron /�1 � ` � � / \ Found 5/8� �ron \ � � `�.� 0.13 NE o( line � / �� 0 38 NE ol �Ine O� I I / � / 0 \. �� ------- / . , ^ //�� /\�� So\ I i ^ 6 . i\ l � \ J � � � \ �Found 3/4" iron I _ -'".'M J ��2 ,v . I __-__ _� 5�8�� iron, found I H � . I � �`' � 5/8�� iron. lound �' � N 85'09'ns.. W \ I `_-- ►r — � _16� Ia-_- 33�0 � , �- _ - � w : - I 'n � Set I/2" ❑on. 9235 cop I ,�' /�� y al 164 5 lecl pe� plol / 5/8�� i�on, lound �1 1 O T liom 3/4�� iron lound lo - ?a i .- �J �l � �� o SE and on I�ne .3� leel S IN 85�94�_ � .-� ol Ilne befwee� 5/B" W � N US'p��q�� w � ��Ons lound lo No�lh " O� I � �982�- 7� ipr2Ft�riE pri nPRil 2 7 ria 99. I AKf EI Evn110N 929 06 �� 'S . �� n �� I � 69 6 � � �. �� — - SHEO � /� � 7,786 SC� F I � — h, .�1 .`� S(�. F � . i,s so. �� I � � � .. ' F1 / � � � I �� `� � � /�� '' ' �� a. E. �I � •J � � �\ �� 0 �, ` CABW 53 / �9. �5�1 $��' \� EAVES V�� \ � �� > � I �' $0. �T. �0a� � ��'�/ � �� ,\y�' f „` /� � � �� ``7"� - 68i3 ___ �� ,�j/ � I ��\ /1 , �� \ // �� I `�� ' � � � EAVFS�\ ;.� /, . l �� J � F'�� ' � � ` � � Oii � 9294 �r �� ' �n � _ - -. -- -_— - - - � I enre I'osl ., " '� � - _� '� 250' ------ - Hl � -- - -- --- --- - -- ------_ . - - - t� F� � � ,� � E I �� I N 6�`�\ 5/8�� iron, IOund � l� � V � � ! �f��T �N �i�� D/,�T� TIME CITY OF OR�O CALLED IN �� INSPECTION NOTICE SCHEDULED — '� .'OD PERMIT NO. COMPLETED �� ADDRESS B l !Sl OWNER CONTR. TELEPHONE NO. 4S2-Z/D - 93�D �P�Tj'�?L�•�y� � DESCRIPTION w�su-�-� '�761"'� � �� l� 01 FOOTING 11 MECNANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPIAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � ,�< <e� ��u�- ar�.� � � O QN� ! /LS�t.�c�7 C.y`GL[.[l(_..5 GLQ,¢� � O � W °� �leG-�-r'I��.-P Q � - p.1� � P vQC� p�� 1w��e os� 0 2 f��-�4 2 I st �f�l� � wr�-1.� GDNN�c��oN � i��1 �< - f3� �lcQ�,.� w�-�sT � W j5 E G�n.�Y� UI-'- �4�.� `i` w--c S a W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑ CORRECT WORK&PROCEED r ISSUE CERTIFICATE OF OCCUPANCY W O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR W4LL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED � INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. �952� 249-46�� OwnerlContractor on site: Inspector. •� 6�'v ��`�, White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. COMPLETED 1- "U� ADDRESS �� ' S\�� OWNER CONTR. TELEPHONE NO. � DESCRIPTION �� e r"��`� l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 1 LAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 3 T EE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING Rt 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOH TO MEET YOU:_YES_NO � COMMENTS: � a — l�� C C� Q� ( c. o �) � �� — � �� . � � -- �-. ��c� f c,.-�.��\ W � Q � Z W � W � � d W ❑WORK SATISFACTORY:PROCEED Ll PROJECT COMPLETE � ❑CORRECT WORK&PROCEED !� ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED G INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46QQ OwnerlContractor on site: Inspector.�� White Copyllnspector's File Canary CopylSite Notice � SEPTIC SYSTEM APPROVAL _ - :;c.s., O �` ' � � �� O O C ITY of ORON4 .a r'`''� � �',, �, ` Municipal Offices �.� '` ' r � i Street Address: Mailing Address: ��,`q�'�$ % � 2750 Keiley Parkway P.O. Box 66 ` Orono, MN 55356 - Crystal Bay, MN 55323-0066 Owner Pet r Th�rkleson Pho (Home)�— (Work) Address �40 ' Island City Orono � MN Zip Site Evaluator Pe iller St e License # 208 Phone# 3-441-7509 Type of Establishment: Sing amily X Multi Famil . Commercial Est allons Per Day No. Potential Bedrooms 1 Slope: 12 0 Dept d: Upslope: Downslope: Soil Sizing Factor 220 Perc at P-1 P-3_ P-4_ P-5_ 1'-� Restr'c 'ng La}�er Depth B-1 >68" B-2 >66" B-3_ D,�� Typ of Trea System: 1 �� n✓'� ' St dard X Alternativ Ot er Perfo ��`��'' ` ressurized At-Grade �O� Mound Syst Gra��ity Trcncilcs Syst Pre f Gra��itv Trenches W/ ift X �� Pre 1�� Holding "['ank 1,�/ nlarm �epti� i anh �ii� i�GO Cibe lass # of Tai�s �,�� i ank 5ize 1500 Iiran�i GPM 26 Hea 20 Treatmc ' stcn�: .�.;,,;�nun� ?(�-� uare Feet with 12 (H-10 Sidewinder) i hes of rock below pip Bed �t��i�nd Trea Area THIS IS h�0"I' A 1'I?ItMIT. This is a design a val form which must accompan he site pflan. A p�rmit must bc issucd to a licensed septic contractor ' r to installation. NOTICI?TO INSTALLERS: Any changes to the approved p must have prior approval of t� inspector (9�?-?-�9--�600) Call for inspection 24 hours in advance. r�LL DR:�I�I�II:LU AItEAS MUST BE FENCED OFF prior to buildi site excavation and fencin�� must remain in �ilace until final site grading. Approval to pour footings w' ot be granted «�iti( th� ln,pcctions Uc��artment has verified the primary and alternate sites are protec N O V E f 1[C U L�R T IL�FFIC OF ANY KIND is allowed within 20'of tested drainfield sites r. ACCLP'I'EU \ t)I�;NIED By the City of Orono subject to existing regulations and the tollo«in�_ cunciition,: l��i�ti�llate pipe from septic tank to pump tank ?) .<11�irm mu,t he inst:�llr�1 inside house for pump tank ;) �tust f��ll��« en��inerr��i1 nlan under roadwav easement. 4) Filter must he u�ed ��il 5rptic tank. �) Pressure te,t ,e��er lin� if within 50' of well. B�: �'�'�C�,� �t��'Lv�-c� °`-S-b� �fatt E3ultemlan, Oi�-tiite Systems Manager Date ��c�cphone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us • � • • � � � • • • , i � � . � � � � • � � � � � • � 3.A��.., . e:.�,. ...,�... . .- " �,,.., ..-. ... _.. ._ �� .Ud'G..,.. �„�+c ., "!!M: � � �� . : �. , �-.�y,. :� � __;�ll�... � +� f-..�� _ '7R t �. �n« '4t'�4 �K^� - - ' j`'��.(�L- .+F�_�S"'.c `x=- — .,�'.' ty yp, : F .�` �. JN��l �t y�� i} � .a34- a�. . ,z� �-,rl��'..;�..� ..'�t+ *. s"'.�" �� l. � � 'sie- ,v. ,rc r - �. . .r`�� . RYt� '��,�g .. .�.� .i�.3�.. � � .: ' �i�., ~ .,� �,'r �qy Y'YYr w .. y '�•�P y.S.�'� ��"'f'.� b�� '4.`aq{i"C.!h 1.� 'c.�... � �RP, ��'�K: �. T� 4 � - -•• :�� . .�� :' 'T _ .. �y, :. ; r . � u�;.��.. , c AN f7 `�".�r.'� � t W"!�. .r* �"�"..�:•� � y .. ��$+ti� w��h , ~ L+e��: ' . ' .. � �F Y• ..J� �` '4.�,}�v'�, , ' i'.: .•.-�' .� t�.jy,:J� !y...y �,l� � _ •„.t�.n�� _� „��'� . �,,�y's yK w {;�. ��w, �"�t-� �!► d �'� ,�- i . -{,�-. ' t��• �:,�. -t- �P"` .N .,.� �=`' �r�. ._ �A ..� '� •'�xd�;�a7s �,��v'3.,l�r �'.�,�, .: . `�+: th�y .� '.-A � k.0's u�g � _. i i, c ;3,x lC CF �. �. y ��A�,:w '� h -4,» ; � £��,t�-�4,� � r � .�- . . r �.r .:'a.., i.•.w.7aK/��q.�"r,.'��^�,�"�'V�,' �"<�i�.,� ,��`� �'*; . � � . . t i � '�� , - ,.. ., -�,;,,� �,�' . �� ' �'` ,;� .y�.�:� �'•��R i �� s . , . . :� ,� . . . . .. : � .. , � _ :, ,: , :., . :_. � . ., y. . . . � � � . / � . • � : 11 AD VA.NC� SUR IIE�'ING & �NGI�VE�RING C`O. 5300 Highway 101 Minnetonka,MN 55345 Phone(952)474 7964 Fax (952)474 8267 August 11,2003 Mr.Pe#er Thorkelson RE: Crossing of street with sewer line on Big Island Dear Pete: We have attache�l a Detail "A" specifying how to protect your proposed crossing of the roadway on your Big Island property. The ductile iron pipe will protect the sewer line from being crushed and the styrofoam insulation will protect it from freezing. We had done a survey of the property for you in 1999 and Eco Systems Engineering has designed an on site sewage treatment system for you. The Eco Systems Engineering drawi.ng shows the location of the proposed crossing. This is to certify that this plan was prepared by me or tmder my direct supervi.sion and that I am� licensed Professional Engineer under the laws of the Sta.te of�1i.nnesota. Sincerely, ADVANCE SURVEYIl�tG GINEERING CO. ` Jam H.Parker P.E. &P.S.No. 9235,President cTT� oF o RON o SEPTIC PERMIT�;,'� REVIEW T�,T�P F C TnR ��T'< < �.�---- t�,�;-r �-�-e3 PF,RMITNO.,,.._......�.-.--- � , ,�: �, i��,�rr-rr.o ; 11 � _ . ,.' ��iCl`�'S AS 1vOTED [._ " ' ` , , �<<'R�AIT � � .t�1 -� ��, , !'�i,cdone ,�.c !��,� �.. _ �i�i�� Tl�c,c cuni;,�,•;! � , �i ��I��. in full cumpliancc �euii a,'. r.,�..�..: � ` � ;.,� rw. Rccluircments inclu�ling i,cm�;�.:.�,V� � �_ r �� _.�,. REEP THIS PLAN SL"I Uh 5l"I l.A l :�LL I i`.t�,� � � � � Rfl�DWAY SURFACE 3 1NCHES OF RfDG1D STYROFOAM �NSULATION BOARD 6 iNCH 2.0' DUCTILE -_._ � 1RON PlPE 2.0' � f f�nF tn q �,�-T.. � / _ _ ..� �-a a� ��k.. �(LL :4 INCH � �' �.�� ka;�� : : °�� --- �-v� . ��.��R LINE ��.-�... _ ; , .: _;>t :..::� � � � PROPOSAL ONSITE WASTEWATER TREATMENT SYSTEM � Lot I, Scriver's Subdivision of Lot E, Morse Isiand Park, and Lot 6 and S %z O f L o t 7, Morse Is lan d Park, Second Division, Hennepin County, MN. I TABLE OF CONTENTS � PAGE # 1. Legal Description ..............................................................................1 2. Site Conditions ........... .......................................................................1 3. Soil Conditions ..................................................................................1 . . .._ 4• Sizmg or treatment System .............. .................................................1 5. Description of Treatment Process ....................... ................................2 6. Description of Treatment System ..................... .................................2-4 7. Limitations ..........................................................................................4 List of Appendices A. Site Plan&Detail Sheet �. SoilInformation C. Design Specifications D. Materials List ^�-�, � � � �� ;� � °�j_ TNIS SYSiEM IS DLJIGNED FOR ,7 _1_._BEDROOMS. ANY ivCREasE fN PJUMBER �' QF B€DROO�tS II�VAt.lDATES TNIS DESIGN, � i j 4 ; ; 4 � r _ _ 333 East Main Street P.O.Box 388 Elk River, MN 55330 i (763)441-7509 a ,: �,$�� ° � �� ~`�� _ , ��SiSTEMS�[�� (800) 554-7509 N ' � �� Fax:(763)441-9176 E�o svs��.�s er:�wEc�w�,wc. e-mail:h2olab@Ikdllink.net Date:)une 8, 2003 Peter Thorkelson PO Box 242 Excelsior, MN 55331 Re: Proposed sewage treatment system plans for new construction. 1. Le�al Description - Lot I, Scriver's Subdivision of Lot E, Morse Island Park, and Lot 6 and S %z Of Lot 7, Morse Island Park, Second Di�iision, H�nnepin County, MN. 2. Site Conditions - The lots exist on a r�rnote island within Lake Minnetonka. A cabin, two sheds and an outhouse exist on the site. No well or onsite wastewater treatment system currently exists. A dee� well is planned to be driiled on the lot therefore an onsite sewage treatment will need to be installed. 3. Soil Conditions - The soil within the island is primarily mapped by the Hennepin County Soil Survey as Hayden Loam. Since the last Hennepin County soil survey the Hayden soil has been renamed as Lester Loam. Lester Loam is a deep well drained glacial till soil. On slopes of 6-I 2% the soil is named 106C2 Lester loam. The depth to seasonal high water table for this soil type is greater th?n 6'. Our own soil boring; foand no evide��cc o�seasonai nign water taoie within 68" of the surface. The soil has a permeability of 30-I 00 minutes per inch. The soil sizing factor for this type c.`soil is 2.2 s�uarz feet per gallon. 4. Sizin� of Treatment System — The sewage treatment system is designed for a one-bedroom home. There are no plans for a garbage disposal or whirlpool within the home. The estimated daily flow for a one bedroom home is one hundred and fifty gallons. The size of the drain field is 264 sq/ft, with a the use of I 2" of rock below the distribution pipes, or 330 square feet with 6" of rock below the distribution pipes. _° ' ,,a yp.s.�:a . :.5 ' ' . .. . . .. j'5 SJ,.... ta ,zt+11.,....... ,'� ' 6. #'11, "� ��S ,1 a.�_ . :i.J wi?iR� '�MS�I��t�B�.W'oj��:P�� ' � � ' I I 5. Description of the Treatment Process — I • Primary Treatment - Sewa e will be ravi dischar ed from the house a I 650 II n g S tY S ga o dual compartment septic tank. Natural biologica; activities taking place inside of the septic tank will separate solids and suspended particles. Solids are reduced to some extent through this process. • Secondary Treatment— Septage from the clear zone of the septic tank out of the septic tank into a lift tank where an Orenco brand biotube screened pump vault will be placed. The screened pump vault will consist of a modified well pump and an array of one polypropylene tubes with I/8" holes to filter out suspended particles larger than I/8". Filtering out the suspended particles reduces the biological loading rate on the drainfield. • Final Treatment—Screened septage will be pumped to the first of two trenches 44' long each. Drop boxes will be used to connect the trenches together in a series. The pump will discharge into the drop box of the highest zrencn, from this point gravity distribution will take place. The drainfield media will consist of Infiltrator brand chambers, High Capacity H-I 0, or equivalent. This model is chamber is equal to 12" of sewer rock below a perforated sewer pipe. As the septage trickles down through the side-walls of the chambers and into the soil biochemical processes remove harmful viruses and bacteria. 5. �2SCf"1(�t;Ofl CFTf��.�ici�i..c.i�j�i.cii� - • Septic Tank— Use a I 5a0 fiberglass septic tank. �lastic tar�� will not work and are specifically eliminated from this design. Inlet and outlet of the tanlcs must have cast in place rubber fittings to create a watertight seal around the inlet and outlet pipes. Extend 4" sch. 40 pvc pipe to lift tan k. • Septic Tank Risers — Use 24" diameter heavy corrugated pvc pipe. A watertight seal must be created between top of tank and the each riser. Top of risers should be at an elevation ��2m�" above finished grade. • Septic Tank Riser Covers — Use 24" diameter fiberglass covers with gasket, Orenco modei # FL24G14 (or equivalent). Do not bury riser covers. 2 • Lift Tank - Use a 1,500 gallon precast septic tank. Plastic tanks will not work and are specifically eliminated from this design. Inlet of the tank must have cast in place rubber fittings to create a watertight seal around the inlet pipe. • Lift Tank Risers— Use a 24" diameter heavy corrugated pvc pipe. A watertight seal must be created between top of tank and the each riser. Top of riser should be at an elevation 2-3" above finished grade. • Lift Tank Riser Cover— Use 24" diameter fiberglass cover with gasket, Orenco model # FL24G14 (or equivalent). Do not bury riser cover. • Screened Pump Vault - Place an Orenco Biotube Screened Pump Vault model #PVU57-18 I 9 into the lift tank. Allow vault to rest on the inside bottom of the tank. No other pump vault will meet the specifications of this design • Lift Pump - Place an Orenco pump model #P20051 I, I 15v, %z hp pump (or equal) into flow inducer of pump vault. Extend a sch. 40 pvc discharge pipe from the pump up into riser within I.5' of ground surface, then glue a 90 degree fitting followed a cam lock, followed by another 90 degree fitting bringing the discharge pipe back down into the tank and then out the outlet of the tank. The discharge pipe/supply line to the drainfield must not have any low points where water will be static in the pipe. Create a water tight seal around the discharge pipe and the opening of the tank. • �li;;h Level Alarm/Float - Use a an Orenco AI Simplex Control Panel/Level Alarm or equivalent, high level alarm. Use Orenco #MFAB float assembly or equivalent to operate pump onloff controls and for high liquid level alarm, and low water/redundant off alarm. Set the float tether to activate the level alarm should the liquid level of the tank reach the inlet invert of the septic tank. Place the level alarm inside of the house in a location where the alarm can be heard. ° Run all wires from the pump and floats through a grommet installed in the riser wall then through plastic conduit from the riser up to the splice box mounted above ground on a permanent pole or post or equivalent. Seal opening in riser where wires pass through. 3 � � � � � � • Drainfield— Use Infiitrator H-I 0 High Capacity Sidewinder brand chambers for the drainfield � media. This model of chamber is equal to I 2" of side-wall when comparing to a standard rock trench configuration. Dig two -44' x 3' wide trenches to the lengths indicted in drawing � detail. Place a drop box at the end of each trench, connecting drop boxes with 4" pvc pipe. Dig the trenches to the elevations given in attached design detail section. Place twelve inches of a sandy to loamy soil material over each of the chambers. Establish a vegetative cover over � the entire drainfield area. � • Insulation - ✓ Insulate the septic tank and lift tank by placing 2" of polystyrene insulation on to of the � tanks. ✓ Insulated entire sewer pipe frcM house to septic tank and th� ��NN�r �� m the lift tank � to the drain fieid by placing 2" of polystyrene over the supply line, extending a minirnum of I' foot on each side of the pipe. ✓ Specifications for insulating the sewer pipe between the septic tank and lift tank as it � passes below the road easement will be detailed by others. I 7. Limitations - Our investigation, layout, design, and recommendations are based on data submitted. � If conditions considerably different from those described in this report are encountered, we must be � notified. If proposed construction is changed, we must be notified to evaluate the effect of the changes on the wastewater system. Any chan�es to the desi�n must be approved by the designer �� wil� be assessed additional design costs. Specific items called for in the materials list must be used Iunless a change has been approved by the desi�ner. If changes are made to the design without the knowledge and approval of the designer the design shall be void. All construction is to be in I accordance with the ISTS regulations. Pipe type and size, installation requirements, septic tank construction, and other specifications not depicted in our report are to conform to ISTS regulations. The installer of the system is to be licensed by the Minnesota Pollution Control �gency. , �i,�.�� Kevin J. Kloeppner Eco Systems Engineering License # 208 4 � — — 333 East Main�4reet P.O.Box 3�� _ . ��;r �- � , Elk River, MN 55330 �� SuS1TiE M S (763)441-7509 (800)554-7509 Fax:(763)44�-9176 ECO SYSTEMS ENGINEEFING,itvc. e-maii:h2olab�lkdilink.net LOG OF SOIL BORINGS Last name: THORKELSON File number. S03E001 First name: PETE Address: PO BOX 242 City: EXCELSIOR, MN Zipcode: 55331 Counry: HENNEPIN Leg�l: LOT 1, SCRIVER'S SUBDIViS10N OF LOT E, MORSE ISLAND PARK / - AND LOT 6 AND S1/2 OF LOT 7, MORSE ISLAND PARK, SECOND ADDITION HENNEPIN COUNTY, MN Auger type: 3" OPEN BUCKET BORING#1 Seasonal water table: NOT OBSERVED Water table: NOT OBSERVED 00-04"-BLACK(10YR 2/1)LOAM,WEAK FINE SUBANGULAR BLOCKY STRUCTURE;FRIABLE CONSISTENCE U410"-V�FtY DARK GRAYiSH BROWN(10YR 3!2)LciArvl;WEAK FINE SUBANGULAR BLOCKY STRUCTURE; FRtABLE CONSISTENCE 10-36"-DARK YELLOWISH BROWN(10YR 4/4)CLAY LOAM;MODERATE MEDIUM SUBANGULR BLOCKY STRUCTURE; PALE BROWN(10YR 6/3)SAND COATINGS ON FACE OF PEDS;FEW FINE UGHT GRAY(1 OYR 7/2)SHALE FRAGMENTS; FEW MEDIUM PROMINENT YELLOWISH RED(5YR 4/6)FE CONCRETIONS 36-68"-L1GHT OL1VE BROWN{2.5Y 5/4)SANDY CLAY LOAM;WEAK FINE SUBANGULAR BLOCKY STRUCTURE;FRIABLF CONSISTENCE;MANY MEDIUM PROMINEtYT YELLOWISH RED(SYR 4/8)FE CONCRETIONS;L1GHT GRAY(10YR 7/1) C�:�'�;�."`_', ,^,;,LC��.; ;,,;i�cBun�.T��;:^�,^-,DS AND CONCENTRr�,TIONS;FEW FWE DISTINCT LIGHT BROWNISH GRAY (10YR 6r2)RELICT FE DEPETIONS;FEW FINE PROMINENT REl1CT STRONG BROWN(7.5YR 5/8)FE CONCENTRATIONS THE TERMS REDUCTIONS AND CONCENTRATIONS REFLECT CNANGES IN SOIL TAXONOMY. THE PREVIOUS TERM USED WAS MOTTIIN . REDU Ti0 E GRAY COLORS;CONCENTRATIONS ARE RED,BROWN,OR YELLOW COLORS. Company License#208 Date completecl: 5/12/2003 Soii borings performed by: KLOEPPNER/MILLER � � (� — — � 333 East Main Street � I i( P.O.Box 388 `-� � -s- � �- Elk River, MN 55330 ,i � (763)441-7509 S�S1TjEMS;I� (800)554-7509 Fax:(763)441-9176 Eco svsrEMs eNciNEEaiNc,iNc. e-maii:h2olab�ikdllink.net LOG OF SOIL BORINGS � Last name: THORKELSON File number. S03E001 � First name: PETE Address: PO BOX 242 City: EXCELSIOR, MN Zipcode; 5533� � County: HENNEPIN Legal: LOT 1, SCRIVER'S SUBDIVISION OF LOT E, MORSE ISLAND PARK � AND LOT 6 AND S1/2 OF LOT 7, MORSE ISLAND PARK, SECOND ADDITION HENNEPIN COUNTY, MN � Auger type: 3"OPEN BUCKET BORWG#2 Seasonal water tabie: NOT OBSERVED IWater table: NOT OBSERVED 00-04"-BLACK(10YR 2!1)LOAM,WEAK FINE SUBANGULAR BLOCKY STRUCTURE;FRIABLE ( CONSISTENCE 04-t4"-VERY DAR}C GRAYISH BROWN(10YR 32)LOAM;WFAK FINE SUBANGULAR BLOCKY STRUCTURE; FRIABLE CONSISTENCE � 14-44"-DARK YELLOWISH BROWN(10YR 414)CLAY LOAM;MODERATE MEDIUM SUBANGULR BLOCKY STRUCTURE; PALE BROWN(10YR 6/3)SAND COATINGS ON FACE OF PEDS;FEIiV FINE LIGHT GRAY(10YR 7/2)SHALE FRAGMEN'fS; � FEW MEDIUM PROMINENT YELLOWISH RED(5YR 4/6)FE CONCRETIONS ' 44-66"-LIGHT OLNE BROWN(2.5Y 5/4)SANDY CLAY LOAM;WEAK FINE SUBANGULAR BLOCKY STRUCTURE;FRIABLE ICONSISTENCE;MANY M�DIUM PROMINENT YELLOWISH RED(5YR 418)FE CONCRETIONS;LIGHT GRAY(10YR 7/1) CLAY FILMS;CALCIUM CARBORATE THREADS AND CONCENTRATIONS;FEW FINE DISTINCT LIGHT BROWNISH GRAY (10YR 6/2)RELICT FE DEPETIONS;FEW FINE PROMINENT RELICT STRONG BROWN{7.5YR 5/8)FE CONCENTRA710NS THE TERMS REDUCTIONS AND CONCENTRATIONS REFLECT CHANGES IN SOIL TAXONOMY. THE PREVIOUS TERM USED WAS M TT11 . REDUCTi RE GRAY COLOR3;CDNCENTRATIONS ARE RED,BROWN,OR YELLOW�OLORS. Company License#208 Date cornpPeted: �/1�00� Soil borings performed by: KLOEPPNER/MILLER i � — "'— � 333 East Mein�treet � P.O.Box 388 ,i�� p�+ R��. Elk River, MN 55330 (763)441-7509 S Y�S�E M S � (800)554-7509 ECO SYSTEMS ENGINcERING,wc. F��)�1-9176 e-mail:h2olab�ikdllink.net LOG OF SOIL BORINGS Last name: THORKELSON File number. S03E001 First name: PETE Address: PO BOX 242 City: EXCELSIOR, MN ZiP�e: �� County: HENNEPIN Legai: LOT 1, SCRIVER'S SUBDIVISION OF LOT E, MORSE ISLAND PARK AND LOT 6 AND S1/2 OF LOT 7, MORSE ISLAND PARK, SECOND ADDITION HENNEPIN COUNTY, MN Auger rype: 3"OPEN BUCKET BORING#3 Seasonal water tabie: NOT OBSERVED Wa;er table: NOT OBSERVED 00-04"-BLACK(10YR 2/1)LOAM,WEAK FINE SUBANGULAR BLOCKY STRUCTURE;FRIABLE CONSISTENCE � C4-16"-VERY DARK GRAYISH BROWN(10YR 3/2)LOAM;WEAK FiNE SUBANGULAR BLOCKY STRUCTURE; FRIABLE CONSISTENCE � 16-39"-DARK YELLOWISH BROWN(10YR 4/4)CLAY LOAM;MODERATE MEDIUM SUBANGULR BIOCKY STRUCTURE; � PALE BROWN(10YR 6!3}SAND COATINGS ON FACE OF PEDS;FEW FINE LIGHT GRAY(1 OYR 7/2)SHALE FRAGMENTS; �EW MEDlUM PROMINENT YELLOWISH RED(5YR 4/6)FE CONCRETIONS � 39-66"-L1GHT OL1VE BROWN(2.5Y 5/4)SANDY CLAY LOAM;WEAK FINE SUBANGULAR BLOCKY STRUCTURE;FRIABLE � CONSISTENCE;MANY MEDIUM PROMINENT YELLOWISH RED(5YR 4/8}FE CONCRETIONS;LfGHT GRAY(10YR 7/1) CLAY FIIMS;CALCIUM CARBORATE THREADS AND CONCENTRATIONS;FEW FINE DISTINCT LIGHT BROWNISH GRAY (10YR S2)RELICT FE DEPETIONS;FEW FINE PROMINENT REUCT STRONG BROWN(7.SYR 5/8)FE CONCENTRATIONS THE TERMS REDUCTIONS AND C NCEtVTRATIONS REFLECT CHANGES IN SOIL TAXONOMY. THE PREVIOUS TERM USED WAS MOTTLI . REDUCTIO E GRAY COLORS;CONCENTRATIONS ARE RED,BROWN,OR YELLOW COLORS. Company License#208 Date compieted: 5/12/2003 Soil borings performed by: KLOEPPNER/MILLER � _ _, . 333 East Main Street I I P,O.Box 388 _�. ,� ,� �� , Elk River,MN 55330 �, �;� (763)441-7509 ��'� i SYSTEMS ', (800)554-7509 ..: .'�:, �y Fax:(763)441-9176 ' ECO SYSTEMS ENGINEERING,INC. 8-fi1311:h201db��kd�ll�k.f1@t LOG OF SOIL BORINGS Last name: THORKELSON File number: S03E001 First name: PETE Address: PO BOX 242 City: EXCELSIOR, MN Zipcode: 55331 County: HENNEPIN Legal: LOT 1, SCRIVER'S SUBDIVISION OF LOT E, MORSE ISLAND PARK AND LOT 6 AND S1/2 OF LOT 7, MORSE ISLAND PARK, SECOND ADDITION HENNEPIN COUNTY, MN Auger type: 3" OPEN BUCKET BORING#4 Seasonai water tabte: NOT 08SERVED Water table: NOT OBSERVED 00-04"-BLACK(10YR 2/1)LOAM,WEAK FINE SUBANGULAR BLOCKY STRUCTURE;FRIABLE CONSISTENCE 0416"-VERY DARK GRAYISH BROWN(10YR 32)LOAM;V4EAK FiNE SUBANGULAR BLOCKY STRUCTURE; FRIABLE CONSISTENCE 16-50"-DARK YELLOWISH BROWN(10YR 4/4)CLAY LOAM;MODERATE MEDIUM SUBANGULR BLOCKY STRUCTURE; PALE BROWN(10YR 6/3)SAND COATINGS ON FACE OF PEDS;FEW FINE LIGHT GRAY(10YR 7!2)SHALE FRAGMENTS; FcW MEDIUM PROMINENT YELLOWISH RED(5YR 4/6)FE CONCRETIONS 50-67"-LIGHT OLIVE BROWN(2.5Y 5!4)SANDY CLAY LOAM;WEAK FINE SUBANGULAR BLOCKY STRUCTURE;FRIABLE CONSISTErlC�;"AANY MEDIUM PROMINE";T Y�LLC�:��;��.�� ;;fR 4!8)F��:C��TiONS;LIGHT GRAY(10YR 7/1) CIAY FILMS;CALCIUM CARBORATE THREADS AND CONCENTRATIONS;FEW FINE DISTiNCT UGHT BROWNISH GRAY (10YR 6/2)RELICT FE DEPETIONS;FEW FINE PROMINENT RELlCT STRONG BROWN(7.5YR 5/8)FE CONCEMRATIONS THE TERMS REDUCTIONS AND CO ENTRATIONS REFLECT CHANGES IN SOIL TAXONOMY. THE PREVIOUS�ERM IJSED WAS M LJ . REDUC O GRAY COLORS;CONCENTRATIONS ARE RED,BROWN,OR YELLOW COLORS. i Company License#208 �ate�omplet�d: �/��/200� Soil borings performed by: KLOEPPNER/MILLER � 333 East Main Street j I P.O.Box 388 �-��•m,. �- >� Elk River,MN 55330 ��, (763)441-7509 �� S�SUEMS (800)554-7509 �� Fax:(763)441-9176 E��sYsrE�.+s�u�iNEERiNG,iNc. e-mail:h2olab�lkdllinlc.net LOG OF SOIL BORINGS Last name: THORKELSON File number. S03E001 First name: PETE Address: PO BOX 242 City: EXCELSIOR, MN Zipcode: 55331 County: HENNEPIN Legal; LOT 1, SCRIVER'S SUBDIVISION OF LOT E, MORSE ISLAND PARK AND lOT 6 AND S1/2 OF LOT 7, MORSE ISLAND PARK, SECOND ADDITION HENNEP�N COUNTY, MN Auger type: 3"OPEN BUCKET BORING#5 Seasonai water table: NOT OBSERVED Water table: NOT OBSERVED QO-04"-BLACK(10YR 2/1)LOAM,WEAK FINE SUBANGULAR BLOCKY STRUCTURE;FRIABLE CONSISTENCE 0416"-VEftY DARK GRAYISH BROWN(10YR 3/2)LOAM;WEAK FlNE SUBANGULAR BLOCKY STRUCTURE; FRIABLE CONSISTENCE 16�0"-DARK YELLOWISH BROWN(10YR 4/4)CLAY LOAM;MODERATE MEDIUM SUBANGULR BLOCKY STRUCTURE; PALE BROWN(10YR 6!3)SAND COATINGS ON FACE OF PEDS;FEW FINE LIGHT GRAY(10YR 7/2)SHALE FRAGMENTS; , FEW MEDIUM PROMINENT YELLOWISH RED(5YR 4/6)FE CONCRETiONS 40-64"-UGHT OUVE BROWN(2.SY 5/4)SANDY CLAY LOAM;WEAK FINE SUBANGULAR BLOCKY STRUCTURE;FRIABLE CONSISTENCE;MANY MEDIUM PROMINENT YEILOWISH RED(SYR 4/8}FE CONCRETIONS;LIGHT GRAY(1 OYR 7/1) CLAY FILMS;CALCIUM CARBORATE THREADS AND CONCEPfTRATIONS;FEW FINE DISTINCT LIGHT BROWNISH GRAY (10YR 6r2)REUCT FE DEPETIONS;FEW FINE PROMINENT RELtCT STRONG BROWN(7.SYR 5/8)FE CONCENTRATIONS THE TERMS REDUCTIONS AND CONCENTRATIONS REFLECT CHANGES IN SOIL TAXONOMY. THE PRE1/IOUS TERM USED W TT G. REDUC RE GRAY COLORS;CONCENTRATIONS ARE RED,BROWN,OR YELLOW COLORS. Company Licensa#208 Date completed: 5/12/2003 Soil borings performed by: KLOEPPNER/MILLER .. . ...."_'__._ . .. .. ........ . _._. _ 1 � — — 333 East Maln�treet �� P.O.Box 388 vn�i� �- �- Elk River,MN 55330 (763)441-7509 � �i SYSTEMS (800)554-7509 ,, . ,..-. '� �'CC SYSTEMS�`�GINE�RiN�,iNc. Fax:(763)441-9176 e-maii:h2olab�lkdllink.net LOG OF SOIL BORINGS Last name: THORKELSON File number. S03E001 First name: PETE Address: PO BOX 242 City: EXCELSIOR, MN Zipcode: 55331 County: HENNEPIN Legal: LOT 1, SCRIVER'S SUBDIVISION OF LOT E, MORSE ISLAND PARK AND LOT 6 AND S1/2 OF LOT 7, MORSE ISLAND PARK, SECOND ADDITION HENNEPIN COUNTY, MN Auger type: 3"OPEN BUCKET BORING#6 Seasonai water table: NOT OBSERVED Water table: NOT OBSERVED 00-06"-BLACK(10YR 2/1)LOAM,WEAK F1NE SUBANGULAR BLOCKY STRUCTURE;FRIABLE CONSISTENCE Q6-16"-VERY DARK GRAYISH BROWN(10YR 32)LOAM;WEAK FINE SUBANGULAR BLOCKY STRUCTURE; FRIABLE CONSISTENCE 16-46"-DARK YELL0INISH BROWN(10YR 414)CLAY LOAM;MODERATE MEDIUM SUBANGULR BLOCKY STRUCTURE; PALE BROWN(10YR 6/3)SAND COATINGS ON FACE OF PEDS;FEW FINE LIGHT GRAY(10YR 7!2)SHALE FRAGMENTS; FEW ME^!UM PRO"!!"!��lT`f='w01MSH RED(5YR 416)FE CC`:C�.£TIONS 46-66"-L1GHT OINE BROWN(2.SY 5/4)SANDY CLAY LOAM;WEAK FINE SUBANGULAR BLOCKY STRUCTURE;FRIABLE CONSISTENCE;MANY MEDIUM PROMINENT YELLOWISH RED(SYR 4/8)FE CONCRETIONS;LIGHT GRAY(10YR 7/1) CLAY FILMS;CALCIUM CARBORATE THREADS AND CONCENTRATiONS;FEW FINE DISTiNCT LIGHT BROWNISH GRAY (10YR 6/2)RELICT FE DEPETIONS;FEW F1NE PROMINENT RELICT STRONG BROWN(7.5YR 5/8)FE CONCENTRATIONS THE TERMS REDUCT}ONS AND ONCENTRATIONS REFLECT CHANGES IN SOIL TAXONOMY. THE PRENIOUS TERM�1SED W G. REDUC E t3RAY COLORS;CONCEMRATIONS ARE RED,BROWN,OR YELLOW COLORS. Comp n License#208 Date completed: �/�2f'22003 Soil borings performed by: KLOEPPNER/MILLER -�.� 113 � � �I � a Rock fragment content: 1 to 8 percent alphabetical order, in this section. : i grave] by volume throughout the profile Additional information specific to this map � f unit, such as horizon depth and textures, is � Ap or AB horizon: available in the "Soil Properties" section, ; � Hue-lOYR Part II, of this publication. � f Value-2 or 3 C h roma-1 or 2 I n c lusions �y Texture-clay loam or loam . * Cordova and similar soils � � � * Angus and similar soils � Bt horizon: ,� Hue-lOYR or 2.SY , Major Uses of the Unit Value-3 to 5 * Cropland Chroma-2 to 4 * Hayland Texture-clay loam or loam , . * Forest land � i Bk horiZon: For general and detailed information I Hue-lOYR or 2.SY concerning these uses, see Part II of this Value-4 to 6 publication: i Chroma-2 to 4 Texture-loam or clay loam * Agronomy section * Forest Land section C horizon: Hue-2.SY or SY !� value-� co 6 Lester Series � Chroma-2 to 4 � Texture-loam or clay loam Depth class: Very deep Drainage class: Well drained ; Permeabiliry: Moderate 239—Le Su�ur clay loam, l to 3 Landform: Moraines � percent slopes Parent material: Till Taxonomic class: Fine-loamy, mixed, Composition superactive, mesic Mollic Hapludalfs I Le Sueur and similar soils: About 85 percent Typical Pedon Inclusions: About 15 percent Lester loam, on a 9 percent slope; 1,460 feet south and 200 feet west of the northeast Setting corner of Sec. 15, T.121 N., R.24 W.; '� Landform: Flats and rises on moraines Wright County, Minnesota; USGS Big �� Slope: 1 to 3 percent Lake quadrangle; lat. 45 degrees 17 minutes 29 seconds N. and long. 93 Component Description degrees 41 minutes 3 seconds R/., NAD27. Surface layer texture: Clay loam I Depth class: Very deep (more than 60 Ap-0 to 7 inches; very dark grayish brown inches) (lOYR 3/2) loam, grayish brown (lOYR Drainage class: Moderately well drained 5/2) dry; moderate fine subangular I Dominant parent material: Till blocky structure; friable; many fine Flooding: None roots; about 3 percent gravel; slightly Water tahle depth: 2.5 to 4 feet acid; abrup[ smooth boundary. i Available wcuer capaciry to 60 inches or root-limiting [ayer: About 10.5 inches Btl-7 to 21 inches; brown (lOYR 4/3) clay Organic maner coruent: High loam; moderate medium subangular � blocky structure; firm; many very fine � A typical soil series description with range roots; common very dark grayish browan t ` in characteristics is included, in (lOYR 3/2) clay films on faces of peds i � � -- �' 114 ,� ( and few very dark gray (lOYR 3/1) �I�' ' organic coats on faces of peds; about 2 Bt horizon: : percent gravel; slightly acid; clear Hue-lOYR or 2.5Y smooth boundary. Value� or 5 Chroma-3 or 4 � ;'.. Bt2-21 to 38 inches; dark yellowish brown Texture-clay loam or loam ; ` (lOYR 4/4) clay loam; moderate medium subangular blocky structure; Bk horizon: f, ( friable; common fine roots; common Hue-lOYR or 2.SY � dark grayish brown (lOYR 4/2) clay Value-4 or 5 � films on faces of peds and few very dark Chroma-4 or 5 brown (lOYR 2/2) organic coats on Texture-loam I ; faces of peds; about 3 percent gravel; P slightly acid; gradual smooth boundary•. C horizon: � Hue-lOYR or 2.SY � I " Bkl-38 to 50 inches; yellowish brown Value-4 to 6 � (l O Y R 5/4) l o a m; w e a k m e d i u m Chroma-3 to 6 subangular blocky structure; friable; few Texture-loam fine roots; common very pale brown ' f � (lOYR 8/2) carbonate threa d s; a bout 2 106C2--Lester loam 6 to 12 percent gravel; violently effervescent; � ' � slightly alkaline; clear wavy boundary. perCeIIt slopes, �roded �� Bk2-50 to 60 inches; yellowish brown Composition ' � (lOYR 5/4) loam; weak medium Lester and similar soils: About 60 percent � subangular blocky structure; friable; Inclusions: About 40 percent , common fine distinct yellowish brown � . �,� (lOYR 5/6) relict Fe concentrations; tt� common very pale brown (lOYR 8/2) Landform:Moraines �� carbonate threads; about 2 percent Posirion on landform: 33ac�slopes and � gravel; violently effervescent; slighdy shoulders � alkaline; clear wavy boundary. Slope: 6 to 12 percent r;� C-60 to 80 inches; yellowish brown (lOYR Component Descri�ion , 5/4) loam; ; massive; friable; common Surface layer texture: Loam `�'� medium distinct yellowish brown (lOYR D�pth class:Very deep (more than�0 5/6) relict Fe concentrations and few inches) � � fine distinct light brownish gray (lOYR Drainage class:Well drained 6/2) relict Fe depletions; about 1 percent Dominani parent maierial:Till , gravel; strongly effervescent; slightly Flooding:None ;� alkaline. Water table depth: Greater than 6.0 feet Available waier capacity to 60 inches or Range in Characteristics root-limiting layer: About 10.4 inches ` Depth to carbonates: 20 to 54 inches Organic maner conient:Moderate � Rock fra`,menr content: 1 to 8 percent gravel by volume throughout the profile A typical soil series description with range in characteristics is included, in � Ap horizon: alphabetical order, in this section. Hue-lOYR Additional information specific to this map Value-2 or 3 unit, such as horizon depth and textures, is Chroma-1 or 2 available in the "Soit Properties" �ecib��a� Texture-loam or fine sandy loam Part II, of this publication. BE horizon: present in some pedons Inclusions �� f �� , � i %7/05/2003 � Page 1 I iNDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET I 4. �low Estimated GPD = 150 gallons � 3. SEPTIC TANK LIQUID VOLUME = 1250 galions �. SOILS (refer to site evaluation) 1. Depth to restricting layer= 72 inches 2. Maximum depth of system (C1-3ft) = 36 inches 3. Percolation rate = 30 mpi 4. Soil Sizing Factor = 2.20 sq.ft./gpd 5. Land slope= 12 0�0 ). DRAINFIELD REQUIREMENTS Infiltrator Model = High Capacity Chamber Model H10 I I Equivalent Rock De pth = 12 I n c h e s � Reduction Factor= 0.80 � � Square Footage Requirement= 264 sq.ft. �' Lineal Feet = gg ft � Number of Trenches = 2 ea Length of Trenches = 44 feet � D-11: �oil Charac#eristics and �il5izi�G �� Factor(g5p)(:•a se�ara5en) � � Yerc�iatian R.�te Soal Sitirtg fadar m�n��tr�,•r�rrft So:l T_Y.:ue - ..,r....r!.;.ii-_ �:n '� aer.3ttv,s+�tt; �.� E�s:ar:.�n�11' "c.l:.;:rand Cr.C�3 � A•1: fs�nated Se►nage Rows m CaBor�per Day l'�L G�: ldrdiurn an.�d Llf!3 L=.:r.-r•---� ui G�5" F1�e:ar�d 1 i; i (.G,t5 ,� b£df00IY15 aQSS� a4SS�� 5S�� C�5S IU '�'r.,3-;1,>:n t._, t d tp°i i L,,x117 t fo'' I 2 3Q0 225 i3J �,� '��t�1' _�lt I.,rn ,.�_i. _il t ,;F tr f 1_! � QJI� �� ?�a Ciff12 �nd�-dny -•�- � a �00 375 255 vo�:�s J,'`�•�'j �n•cC1 b.�t_Cr.. ��i�y �^n � 75� :J�1 �94 ` �fhe _�:,;�•,;�� b �4 v25 �2 C{055�. =}7l''c't!rd:71�7"' _il2�•.aa7 7 1L�� E00 370 ll,Otlll '�T�s�stn�;t�c ca�,i�7 p rr:ar.-:,�sat;; 8 �1�Q L'J� g Pr�,at?��;:L•i!�cite)c�or�rd�l•11aUibatit,psvith � V'V �V C�Um�+� ftjl(�f�:h'�r.w+:t�tl?ij.:l�,:i5�'i1"�, i ^::�:I hr%iri�SCa�cc rn�x:�hne:3rid Fb.r�.�:f EirN sanj "'h'it{�ulv�ii ittit UA U fl�y, �. ...•hn.-�th�r cr�c 6:nn.an�:�a�;t�n rn vst t-�v�� t € f � I � � i . i 7/05/2003 �'age 2 � Pum� Selection Procedure Gravity Distribution � I Minimum suggested is 600 gallons per hour(10gpm)to stay ahead of water use rate. I ' ; Maximum suggesied for delivery to a drop box of a home system is 2,700 gallons per hour(45gpm)to � ! prevent build-up of pressure in drop-box. � ' � I ! I ' , A. Determine head requirements: � 1. Elevation difference befinreen pump and point of discharge= 12 feet � � 2. Head required for manifold= 0 �eet � � B. Calculate Head Loss: I � '' 1. Length of Discharge Line= �5.0 feet � I a. From friction loss table read friction loss per 100 ft.: 4 feet b. Friction Loss in Discharge Line= 2.60 feet � 'I � c. Add On Head Loss = 5 feet ( Total Head Loss= 20 feet A um must be selected to deliver= 26 Actual Pum GPM � ' P P P 20 Percent of Daily Flow Per pose I � ' � � !. � I � I � � I � f _ _ � � '05/2003 Page 3 � � Friction Loss in Piastic Pipe � Nominaf Pipe size: 0.75 1.00 1.25 1.50 2.00 2.50 3.00 4.00 � �side Pipe Diameter: 0.810 1.050 1.380 1.610 2.067 2.470 3.070 4.030 i , I Gallons in 100 Ft : 2.68 4.49 7.77 10.58 17.43 24.87 38.40 66.10 ' G.P.M. � 6 7.53 2.13 0.56 0.27 O.Q8 0.03 0.01 0.00 � 8 12.83 3.63 0.96 0.45 0.13 0.06 0.02 0.01 � 10 19.38 5.48 1.45 0.69 0.20 0.09 0.03 0.01 � 12 27.16 7.68 2.03 0.96 0.28 0.12 0.04 0.01 ' 14 36.12 10.22 2.70 1.28 0.38 0.16 0.06 0.01 ' 16 46.24 13.08 3.46 1.63 0.48 0.20 0.07 0.02 �� 18 57.49 16.27 4.30 2.03 0.60 0.25 0.09 0.02 20 69.87 19.77 5.23 2.47 0.73 0.31 0.11 0.03 I 22 83.34 23.58 6.24 2.95 0.87 0.37 0.13 0.03 � 24 97.89 27.69 7.33 3.46 1.03 0.43 0.15 0.04 i � 26 113.52 32.11 8.50 4.01 1.19 0.50 0.17 0.05 28 130.20 36.83 9.74 4.60 1.36 0.57 0.20 0.05 � 30 147.92 41.85 11.07 5.23 1.55 0.65 0.23 0.06 32 166.68 47.16 12.48 5.89 1.75 0.73 0.25 0.07 i , 34 186.47 52.75 13.96 6.59 1.95 0.82 0.29 0.08 � ; 36 207.26 58.64 15.51 7.33 2.17 0.91 0.32 0.08 ' 38 229.07 64.80 17.14 8.10 2.40 1.01 0.35 0.09 I I 40 251.87 71.25 18.85 8.90 2.64 1.11 0.39 0.1� 42 275.66 77.99 20.63 9.75 2.89 1.21 0.42 0.11 44 300.44 84.99 22.49 10.62 3.15 1.32 0.46 0.12 � � 46 326.19 92.28 24.41 11.53 3.42 1.44 0.50 0.13 � 48 352.91 99.84 26.41 12.48 3.70 1.55 u.��+ 0.14 50 380.59 107.67 28.48 13.45 3.99 1.68 0.58 0.15 i ..c -�rv.i.c.�i �i v.i � JU.U3 14.�r! �r.G.7 �.�51.1 C/.t7J U. 1 7 ' � 54 438.83 124.15 32.84 15.51 4.60 1.93 0.67 0.18 � 56 469.37 132.79 35.13 16.59 4.92 2.07 0.72 0.19 58 500.85 141.69 37.49 17.71 5.25 2.21 0.77 0.20 60 533.27 150.86 39.91 18.85 5.59 2.35 0.82 0.22 62 566.62 160.30 42.41 20.03 5.94 2.50 0.87 0.23 64 600.89 169.99 44.97 21.24 6.30 2.65 0.92 0.24 66 636.09 179.95 47.61 22.49 6.67 2.80 0.97 0.26 68 672.21 190.17 50.31 23.76 7.05 2.96 1.03 0.27 ' ; � , � i i i � � • . 1 � � . ; �5/2003 �,�ge � Materials List Septic Tankls) Proposed Tanks 1500 Gallon Fiberglass Tank Septic Tank Components 2.0 number of 24"risers 6 feet of 24"riser 2 Orenco#FL24GI4,24"dia. Riser Cover Lift Tank & Tank Components 1500 Gallon Fiberglass Tank 1 number of 24"risers 6 feet of 24"nser � 1 Orenco#FL24GI4, 24"dia. Riser Cover Scre��ad Pump Va�;l� � � 1 Orenco Screened Pump Vauft#PW57-1B19 � �' Lift Pump � 1 e3. Orenco #P200511, 12hp 1 e8. Pawarranty, 5 year Warranty 1 ea. CAMLOCK Floats &Alarm Panel 1 e8. Orenco A1,Alarm Pane1,115V, or Rhombus Equat 1 ea. Orenco#MFAB, Float Assembly, High Level, Pump On/Off Infiltrator Chambers Model: High Capacity Chamber Model H10 � 14 Number of Chamber Sections 2.0 Number of Drop Boxes Piping ° .,� 165 ft of 4"schedule 40 PVC 1.5 Dia. of Supply Linelnches 65 Feet of Supply Line Insulation 14 sheets 2"x 4' x 8' polystyrene insulation �' � �� n�is is NOT A suRver EXISTING ELEVATIONS: BENCH MARK =100.00 (TOP OF IRON,SW CORNER LOT 6, �' MORSE ISLAND PARK) �� I THRESHOLD CABIN DOOR 99.54 � � � GRADE @ PROPOSED SEPTIC TANK=98.24 � GRADE @ PROPOSED LIFT TANK=91.40 � BORING #1=95.40 � � BORING #2=94.40 � W BORING #3=96.70 � � BORING #4=93.00 � Q � 80RING #5=94.20 : BORING #6=93.80 � H k� PROPOSED ELEVATIONS: � � � FINISHED GRADE ABOVE TRENCH #1=97.00 I � ) � DEPTH OF TRENCH=94.60 I � FINISHED GRADE ABOVE TRENCH #2=96.50 � DEPTH OF TRENCH=94.20 I � � � � INLET INVERT OF LIFT TANK TO BE DETERMINED f f AFTER ELEVATION OF SEWER PIPE BELOW ROAD � I EASEMENT IS SET BY OTNERS. I � � SOIL BORING ` _�--'----_,_,_ ` �� i � = DEEP WQL � -- --_J � � � - a�,�H �K MASSASpLT qUE 1� �,.._ \ , a 1 � Z � �.�t I 8S•. 4' �h � \ 0 ' 1 \ r � � � W ' �cr� �.�..T�,e.�«, E ? ( 1, � ° � ,.� o � > � � 111 •,C7RST�{•, • Y � '1 � u'°" � ,�' 1500 Gallon Fiberglass J ` �� yr t , �� I I I I I I I Lot 6 � I I I I I SHED I � � � � � � I� I 500 Gallon Fiberglass Lif i ank � � s� .\ aS�0 i 10' � S�aN E��,�, P�-a��E � \� o'' 0` S� �' \ �� '�• � I �- � � My� ,z ,.,� � q J .\\� , ��<T �� o �� L� � Septic Tan'k� �� REPa�ED F�R: LEGAL� PETER THORKELS�N L�T 1, SCRIVER'S SUBDIVISI�N �F LOT E, M�RSE IS�AND PARK, AND LOT 6 AND S 1/2 ❑F L❑T 7, M❑RSE IS�AND PAR, SEC�ND ADDITION, HENNIPEN COUNTY, MN PREPARED BY: �e� s�sms�"�t�r'�s�r' 333 East Main St Elk River, MN 55330 sCnLE t' - 50' onrE: 6/6/03 SHEE7 1 of 2 , Exhibit A • � __ f � ,_ �. ., `� ^;N ;,_ : _ _ w L-! L-� �� i� aV � o•��^�_�3� �.,� � �� +C7 :I.+ �,. e ` s^ :'s..�"el's� � � _ �i . 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I � �! 4 � � ; -r, � � � . � ��t- e t3 a; ; r -o f � �' � � ��` I � � � f � � � � � 4 i { ! 9' � f I � � !( I � ` { �s � F j � ' I � t � i � � i e � ` — ---� � � . aAc� �1��w S�at� `� � E ' �_____.____�._ _ _--, _____.._,.- --27��-- _� _.__._.. _ ...,___.___ _.____ ___ _ _.__._�__��. . z : � r , ______._----___ _ __ ._.____. __ __. _ _ _ __ ----- --- - ti' I 0�y'' �' F�� . � � , iz A�t I S �iyz � ly " h� �, � � ,� MATRIX � Page 1 of 2 TR��S2j - S�1� � U� C� G�O�rt- �►� �-- Property Full Display, Single Family Residential, MLS #: 3385156 �an� � �� n� re-��Id- �1� a�- �� 440 Big Island , Orono, MN 55391 �� Stdtus: ACtive List PriCe: $429,000 Original List Price: $429,000 �� . �"�+� �jp,'' ,� Id��aahatt• p� ,� . Ma�Point' �t �•�,. ,�;�'.�. " :: ,.. �� .a. . � .. r. ,� ------�-""'`"_y - Big Island '�_.�` �ya�, Regional Park "1� .� �� — �'� .,a. Orono `.�. �r . `� �; ��, �� ,� �,.�"� 440 Big Island h �: ,'� �. �� :�rt� � �'"� ,.. �� "-_,,.� �i ' � � ,� �. . - g�. L a ,k e 'E } � � �t4 � nr� e � r� nk a ,� , ...: � �y �� .�..� ��"' "•' R... . .i�'�+ rYG07Mltro`��R�:r.��•UGE,NA!�7FQ,ar�d;�,r7eleGtlas,lnc. More photos are_availabl_e_f_o_r this property. Map Page: 117 Map Coord: E2 Directions: GEOVISTA Neighborhood__Tour To Big Island by boat only, see map in � (Click icon to add to Watched Listings) photo section Total Bed/Bath: 1/ 1 Garage: Year Built: 1920 � �Click icon for Virtual Earth Map) TAX INFORMATION MLS Area: 381 - Lake Minnetonka Property ID: 2311723320071 Style: (SF) One Story Tax Year: 2007 Const Status: Previously Owned Tax Amt: $1,980 Foundation Size: i Assess Bal: $ AbvGrdFinSqFt: 600 Tax w/assess: $1,980 BeIGrdFinSqFt: Assess Pend: Unknown Total Fin SqFt: 600 Homestead: Yes Acres: 1.000 Lot Size: lengthy - info coming List Date: 05/23/2007 Received By MLS: 05/25/2007 Days On Market: 84 CDOM History _ _ _ _ _ __ Generaf Property Information Legal Description: Lot 6 and S i/2 Lot 7, Morse Park and Lot i Scrivers Sub. County: Hennepin School District: 278 - Orono, 952-449-8300 Complex/Dev/Sub: Common Wall: No Lot Description: Irregular Lot Road Frontage: City Zoning: Residential-Single Accessibility: None Lake/Waterfiront: Lake Front Lake/WF Name: Lake Minnetonka Remarks Agent Remarks: Listing agent needs to be present for showings -some exclusions for buyer, seller does not want to have it shown to them. Please do not send clients out on their own, showings by appointment only, difficult if not impossible to see cabin through trees Public Remarks: Perfect island getaway. Cute, comfortable, western exposure for summer breezes and wonderful sunsets. Additional shed for storage of summer fun things. Hard bottom lakeshore,great swimming. up to date well and septic systems, move right io. Structure Information Room Level Dimen Other Rooms Level Dimen Heat: Other http://matrix.northstarmi s.com/Matrix/HT`MLReport.aspx?c=AAEAAAD*****AQAAAA... 8/15/2007 s ,� MATRIX � Page 2 of 2 Living Rm Main Porch Main Fuel: Propane Dining Rm Air Cond: None Family Rm Water. Well Kitchen Main gathrooms Sewer: Private Bedroom 1 Main Garage: Bedroom 2 Total: 1 3/4: 1 1/4: 0 Oth Prkg: Bedroom 3 Full: 0 1/2: 0 Pooi: Bedroom 4 Bath Description: Main Floor 3/4 Bath Dining Room Desc: Family Room Char: Great Room Fireplaces: 1 Fireplace Characteristics: Living Room,Wood Burning Appliances: Exhaust Fan/Hood, Range, Refrigerator,Water Softener - Owned Basement: None Exterior: Wood Fencing: Wood Roof: Age Over 8 Years, Asphalt Shingles, Pitched Amenities-Unit: Deck, Hardwood Floors, Kitchen Window, Natural Woodwork, Porch, Skylight, Vaulted Ceiling(s) Parking Char: None Financial Cooperating Broker Compensation Buyer Broker Comp: 2J000 % Sub-Agent Comp: 0 % Facilitator Comp: 2J000 Variable Rate: N List Type; Exclusive Right To Sell Seliers Terms: Existing Financing: Owner is an Agent?: No Contact Information Listing Agent: Ted_R__Ha_nna Jr_6_12-751_-1622 Appointments: 952-473-9500 Listing Office: Co_unselor Realty,Inc. Office Phone: 952-473-9500 MLS #: 3385156 Address: 440 Big Island , Orono, MN 55391 Information Deemed Reliable But Not Guaranteed. Copyright (c) 2007 Regionai Multiple Listing Service of Minnesota., Inc. All Rights Reserved. http://matrix.northstarmis.com/Matrix/HTMLReport.aspx?c=AAEAAAD*****AQAAAA... 8/15/2007 'J9l1iR;23,11��:�YETE.BLLL&4f.�Vil�E THOfLKEL50r !/8'trm,famC� ADVANCE SliRVEYING & ENUINEERING CO. � _____--————— 53�i11 ti.Hwy.ra.lill �(nme[unk�Mn�55J5 Chw+�fi121q7q 7�1fi4 Fnx ffi�l�I74 n2hi S�� '�� , -- ' sw�vr.v Fok PETE� BILL & MAXINE THORKELSO.�' r J �"�� 1 � O � � I-- Slllt�/EYEf)�. _9{�rL]'1��/ I)':L4E7EI):,1�:i13U.I�iu9 � I . � f9UN0 EbSTnG _� ��E%�STNG � E9Nt 0.3�Ew! LEI-pj,IJE.tiC�IUM"V�'. ' , ol`v�Om�I N Eb']Bt'I'E W[1 S��'v r SuMlrvu�m�ot'Lu�fi M��ae(alann Puk�wA Lut F�wA[he Suulh H��li uf'Lor 7.Mune L;l:uui P�anc Sr�uu.1.A<4{n,��Heunr�iu c ucuh�- � a,ioo � _ � �� ni'nne,utu � H i�..er s i/i a�ei� � ! �;` i ,� Q SCUPE UF W URK', �� 1. 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"� 'S"1�. r^' '�` ��"5 I� . �S i �y� � � �� r �., �`��4,� ��°P` �, � �14 1� -o r �}i,� �� t �.y+� ��• �• �j �&,e� '� �'�� , - '��'� �< < �� ,t.�, � � ,�,� � r a �.� �� : 4 � =h�#1 �:��sFa�a ' � r � ��, � a'� '�, �r �k j � �� f�'�, i i � ��Z " � � r � �+:�$N�n�''3ti'r�rs�iwl�`i�"�'_'s2+u,1�;��-0�.�.a` � � <, .�'s`�`�t� ,p�a + � � � �. i � rj ,��;—�� ,c�'..�t, �� ,2.�..=..;.*9;D?`,�wia..��t.:;�.,..�,s��.27' t °� ` � • R . � . . .. ,; ; 52615�6 . �� r � ;� : _ . � � re � �r � , • 'i��k�c ti� . �� ; k� � �r, 4'i . Y��F `��`4�c�'"�;' �� o�� r �, �'�' ��"�e� �� •`�}j��^ '�� RESOWTION OF TNE CITY COUNCIL ��i A� ��°,F 'r , •� 1 ��' 214 6 � '�: �R{ Y. . . '..� NO• .� �1 .�i��.: � . � &r�}��[� . . 0 � � � . , ° �'�� APPROVING A IAT AREA VAFtIANCE � ��. � `� �,,�='-� POR F.BCORD LOT NO 2 4 �� `�"��'��,� PQRSUANT TO ORDI27ANCE PO. 246, '�.��''� �x ��- MIINZCIPAL ZONING CODE SECTION 10.31 � � ':�� ! � ��t��.F� � �; �� BE IT RESOLVED by the City Council of Orono, Hennepin County, t x1�5 .�,;;n,�,�,��,.;;- Minnesota: � r'�r��.✓ ,•�.�r�� PIADINGS 1.• That I�, V (.5 � � I �? , ��/�G/�Ir��(are3 the owner(s)/tax- �ayer(s) of record of the following describec3 property locatec3 within � the RS Seasonal Recreatsonal 2oning District of the City: � * Lot 6 and the south half of Lot 7, btorse �sland Park Second Addition; and Lot 1, Scriver's Subdivision of Lot E Morse Island Park, Hennepin County, Mfnnesat r �=��•r �. 2. That in adoption of Ordinance No. 246, the Cfty Council reviewed �;. ,��' � ,��n:,�. ownership, development and use patterns on the islands and has deter- �` �` '� .r � � mined that all the above described property combined is and shall �,s ';,, ��'`„° hereinafter and henceforth be one "RECORD LOT" as defined in Section t�,�';, ` '�^` 10.31 of said ordinance. �� . kw � ��4Ry � . � . . . , �� - , ;�� 3. That all the above described groperty when combined as one RECQRD LOT � is still less than the minimum Iot size required for new Iots in ttse { �� ; RS District, but that this RECORD LOT is being used andfor may be used i � � `� : in the future for any permitted use in the RS District without adverse f ,�,+ ,,.�,1 Y" affect upon public health, safety, or welfare. rr � � . �. � � . . . . - ��" CONCLIISION ��„ .," n s: , �r,� �l , ` �a. ' � �`� � ,�` ��n� The City Council of Orc�.•,tiereby grants a Iot area varfance to ' r ',"" �r�„ ` the above described RECORD LQT based on the above findings and subject to "� ` ' �_;- the fallowing conditions: rt �,� w. � �ry! � f �'�*'�,� , r ; 1. This RECORD LOT including all the above described property combined �;� �; y ,',� shall henceforth be continued in common ownership by the same person ' or persons even i£ recorded as separate lots or tax parcels, and it � � ��,�' shall not be subdivided, sold in parts, reduced in area or otherwise �'k ,`: � r;�� separated without application for and approval of a subdivision by the ' '# r �� City. This condition shall not preclude future sale or transfer of �� ,! z� tr�^; the complete "RECORD LOT" as a single unit. �IAc� �": Y3 �x�..�• � : . �� ': x .' 2. Granting this variance means this RECORD LOT maj� be used for, one- �.";� :; � '�;' family seasonal recreational use without a structvre; or a single new � iFs tr� seasonal dwelling may be bvilt; or an existing seasonal dwe?'.ing may �'� ,'' � '� . be used, improved, added-onto or replaced; alI without r.�quiring � , ' ,�,. , �rA � ,�,�,,, further City Council review of lot size, but subject to stric� com- r�„� '�„ pliance with all buildinq permit, setback, hardcover, on-site sewage ��r : Y treatment a;�d ather performance standarc�s for developtnent in the RS r�#c . , ''� District. r< � a � � �.� .� �� t t-�P=^9.-a+ -c- -�"�Rr'.�,� rP-,--�- �r,P g }, y� �°a s�"rn.. ,�`�i V . Y� t��'" � ��"1 syi�,� Y :� i � ��F-4�,:� ,r .��`�' ��r�, � .�.�.,.,.s�L }�, �:,Si y $ y; �,,' a 7 a �� ' �-:� �� }f� � . Y` �' n # x s: � r �4,t�.e � „�'�k y t � ,y.., . .�r .•.e�.(� �� Sv`y'k st ^�l"-,�d' 4 s � > r�' '�t t... "y'� :'��yh r:;te "°W�."....e� � Sfi :�b '�'d A?- �y ' � 7'";� ''�-� � � , �� F. '.� f � " � t�, s� 4� a 1��;r� ��r�� ,„ ,�,"s�rt � �� r��t �t> .. -.a , o a . �." �� _ _. _ _ ' ��.� r��u.a� �+._�'t�r x ,r. 4i4'� ,�;� I r':,".a� (< < �' "�: � i+� ,q f 7" A�^;t _� :� . . N N .: J `� ��.' . S I�� } } 1 �S`� { '. .. k Y � ,J �. . 1f . . .� �+11 .u�> � � ., r 3 fa � ry�'a�y . . t � r� w, �" �n„6 � . ;„*'.a4 G ' t : Y M .4� d� i N 4 tsi-.f? . '!P r 5. ? � �` � � � ��, r�, � �- . � ,� r '�� :� c ' s '� � �,�� '3"'.��` '�'1'�"Ma�"� ` ..r �� f�;� � �ysf��s� P ��-� p E�;� 4n . � � v,.a. ,., L'. ��, f �ay�.;�33,�� '�Y� �� r 4� .6i � �a �'t. .[ . �.z�i .. �„ � �a�r �q �d e� b e�� 5y r S�> x.i�' � � & � � �� '4 � r �� r � �� '��ciE+,5 �,��4 ;f Wa"�� 9 �'� '��.� ��v � ,4-.C t �i r .�z. '7 ig'� �"`'`��. -+:r_'..W`� . :�?r1 ? 1. ��h�4 ,�.�� . . .� . . � . . . . } n k i 'ty M� �. � 1�A � � ;"�f��`t. � . . . t��.��e, r .� � � .. . .. j'� g ��'` �� . ' v. i:K.. c- a .p .. � � . . . 4 � �`'� /� � ��4� 7.WvT F� � in ".I�Z� Y./�� O� V�� ,��•t+.�-,� + � ti,�p�: �f,. t �M, y z r: $�,:� a ' rt = r.�Y'nx�ry`�. . - � _� `��+��»�a - RESd74U?fON OF THE CETY COUNCIL ` . e ht0. __214� ; a - e e PAGE 2; RECORD LOT t3d. 24 : RESOLUT2(31�f 1iTO. ZI46 ;r 3. Grantinq this variance shall not vest any rights fn tl�e property ath�r than as sperifically provided fn Ordinanc� Na. 246, �nd shall not � preclude a fu�ure City Council from amEnding, modifying or atherwise '''- limiting development rights and/or performance standarHs i�a th� RS �, , sT,a,K, � � � �r � District. � � � � ��;: s �� 7 �, ��.�� u 4. The vndersigned has read and understood the terms of this resalution �`'�� '�� '�� j and on behalf of himself, his heirs, successors and assigns, agrees ��''� ' � � � � ;��' � that the above described pzaperty canstftutes a single RECC3RB LOT, �`� � z ` °� agrees that the RECORD LC7T vse may be so li:rt�ted by the Cftys �nd � � 1« ai � �'� �r s t�:A a ,� "� agrees to the recording of ehis resalutfon in the chair� of tftTe esf ;� �,, �;, the progerty:, ��,; �. ti ,� �� ; � � � ` �� -' �';� ' k ' ��rr�` k �,�,! ;'a Adopted by .the Orono City Council on the I7th day of M�rcFr , R �` '� " 4� � 1�871 r.� `� h ��} fl M � F �' �� rTEST: � �� " l�� , � �� '�T � i' �. ��i � \' �°�Z�'", 1 7 �;�»,» t w�� o thy A4. llin,� City Clerk 2dc.�Xx.�c�uC�.�. � ��tc��`� �' ` "f� Jar�es r�. Grat�ek, Mayor � �� z N� r � � � f 4 � �;' � f / � � � r � . � 1I� h.�:_ 7�� ,�, �! � �r � ( ) Property Owner(s) ! (2) !�`— �"�, ,�a� y �5 �� STATE OF MINNES�TA) � ka�' 4 ',3_xl � . . �• g�l� � ,� �' ' COUPJTY OF SE!3I3£PIN) a�°, �� , � � ° On this f� da of� �u } ��w {,�� "; � Y , 1487, before �ne, a Notary Pvbl�c � �� within and f r �aid County, ers�tona�ly appeared �. r �c�l�C� 111 mCt��:<<�Z �"�ft� m�i! (�;c t`u�t � --- lcnowa to � �, � �� ' :ue t�o be the person(s? de5c�ib�d in ana who executed the fQregaing instru- ' ,: � � ,.s'", ; ment, and acknowledged that he (they� ex.ecuted the same as hfs �the�r' free � ''_° ` - act and deed. � ,ky f . ,`� / �Sz t rr j t`} f^ � � �� t k� ` ' ECIiF1l EA�• f �� :J! l :��T,�,� � ' `�p�n NiOTARY PUBL � �� M1 't�:� T § ' �11RJlrtr�ifl'�:. � 15£1ptEP1M CaUN•'� r '" x y /s � ;, _� � E�«�s ty ... _ �f.L,Q.C.[C�� `7, �g9�2� � �� ; :,�'�� ' MY CO�RZSSIQPI EXPIRES �'., �� `r , � � + � This docvment is being recordec� for the benefit of the City of j; Orono per Minnesota Statutes 386.77. i.- State Deed ;ax Due 1Icrean: Exempt This instrument was draftcd by: � � �� +� z;, City of Orono � �rt�t,, � � r` iK�� f t " P.O. IIOX 66 � i� � ; � 'Crystal Bay. MN 55323 � �:. ; �s,,i 473-73a7 � �' r 'r� � '�( �� ' � „ ,. � � �1 µt 1}:F� } �f��3 ,�r s � ' 7�� p �� 1 / n� - i '� i � �4,: � l� s � ' � .: 7�' � .� s � � . �{V� g, �.i 't . ..- ^$u�' ( 3 -. Z y3 ' k . ' � �.{,� ,a� r - � 4, t� rb ° � +. a�v, ' �1.,a,�; �' �� tl }� i 'i' . s �h•� � t x � 't 9 � r �, c T��r �� i�t �J �� x Y, t, � t ,_''Sv. y� '" � f ., t � �s ^4 �i�y�` r fd - j�" f .� 'k . .�+ ye +`� a � ' � � - . . � n � Y 1� a y y R} �'"�� ; � }� ,._'a�t .��.:.t...� ^d'{'� ,% `�� '; '�t < _�:, z��-. .;h �1��,4 T'3`-p..r r it^sk{ �M1 ?SxR�rri� "�� 4r�r�� .�#/'r�:�"A ;� :k i.� .,...�.�.. i c:._ - .: , ' .. � c r� ., ';�:' . ',�t' ��'°�(tp��{ �� v't > s �rr ; .: �� ta 4''x� ip},4�t`^L�`�,,,sz :� ' �'r'''., t�, g ry .:,.g'11Y' S �� .. c .. �1 u : c, �y �:, �' . �� d'.+. 3 `h'e�"'�*��,5 Ly�r� �F�.s C,K,ir�§s-�y� ift L � � �� -.r : h si �s4s ' 4 .��•G4+f�i � r . �'i;� ,"a,� , 4 '�.F..,=�`a� %FYd:�,L t�'`�'S�j�+'^l�, �NS$r�i�la�.a � � � � '��:i � �r &r n k :�l i� '�','kN t }�`J},�a�"F ��"+�+��s�1 f .� �i� . .:.�- Nr�yx'1.,��-5�,;,�.. t tf��M r:,,,..�N r .ktat ,. � 1 3 t�� 4� Y ��r y 3 a 'L_5 ''Y*4� -.�,� y' � r. 5 � Ai '4�(hv� � z,...(rv� Y . 4 c n.�' fx y; 'l�- . fPi. :x;�� '�:�°�i� ��i''t�,�,r..��'��t i}},�tw"1T`�x'G .�g� o-'�eR �: EV� �.� �' f . ' '} �'r. ^`�5`�, 1 'r .;�` z '� ��` ,� � .� � r,��. � t ,K �; � � .� � „".*? t Ga, d�,Y.�i " � s� .+fi6'� ��t •�x,y i e'��k tc �� sX�E a � s�.s� °"^�,w�.�,� ^b'�n �� `��v. � u � ph� ,,M�,�°�r T i. ��` � ��a �� ' i. j. � �.. '� M� � 'K �,t 'TY' °�. �J�^.,�._< `S ' '"3 b i� "�T -y�t. � �.�. ,�: , � � L`. $�' � �� ' t',�.�aYaa.:�..r :u,>K� �S. � x��'' " � ! �I�i'li Illj", �i� �I��,�I iyi �� ,� � � A �z` y.��x � , ��l�� g � � y�,�� P 7" �`a"'I�� Yn7`. � r . � .. $ F k;; �y�4,i, �, � �� , t �. . t�e;?��t�� S?ATE OF NINiiESOiA ) � ) COUHTY OF HENNEPIN ) ) - �� CZT7 dF ORd1d0 ) r � �'� � � l ��rv� � 'F!3 �`V =. r�� I Dorothy H. Hallin� City Clerk of the City of� Orono� Hennepin � ��z� 'r ; . � County� Hinnesota� do hereby cerLify thot S have aompared the � i { � -" .�"` . foregoing copy of s resolutfon of the City Council of Lhe City ot 0rona �' E£��y��`r'a� with the orfginal record ot svch resalutian in the Hiautes of Lhe .�,�� `"' proceedings of said City Counci2 at a aeeting of said City Counai2 he2d � ,�,�,�;,� on t�7arch 17 � ?a 87 � snd t',at the same is a trtse � �nd correct copy of said resalution was duly adopted by said Cft;r Council at �aid flceting. �� In Witness :'hereof, I have herecznto set c�y harsd and sea3. this `��,,� � �'��, 27th . day of ��ta:ch 1�87 �U ,��`; . �� ' �a �,_ � �r '�� '" y � a . � . .�� x, � � �� .ft��f� A , ��`� �ri�..�'4�'.i� �.• � . fYj�'� � . �'y ' `• a _ � D rothy H, allin. C ty Clerk w` k - .. . `y � - � . ; (SEAL) . 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' . . . . � � .. . � �,_�s� � � � � � � r p 1 �� 3 '�'j y � f l f�}/,�4f� �a�,e - 'y�y.'� .�� 1�/ y,.x�'�,N�"y�'�`- ,� _ . a -� ' . . � �'� i i _ 1 �r �' t �i3 4 � � � t�� kx l'�Sf� � Y�, ` �v{ 3 � y. .� �� it ��z c..:�r��'t 7 F� ) � ��,. l f !'U y ` • 4 5 f, l� y .1 .�V a�. 5 a h ��t i �, _� • ,P . � � ) •��` r _ a.,, . v _ �'Y� $ t � , �,�,� x;. 5 -. �.! �' a ' X• ��,3* 1� ., �4� �^_. � .. �y _ � . �� "r i., w�. v . �t � � �kr� Y .�' �, 'ti,�`•n,. .� -. � ' � :r 4. "'�1�'. � �X�r�a� ��*`°�i°� �, � � . a �` ..-'�. Y - �',t� �r'� �, � i s� �} i � + 4 �, k .�, z , . t , F _ � , �" �#� r �„ b . � .` ih e, �, .k�r j�,t ;d .�n ffif,nr i s � Q�. �,�'1�",'"', �''.`'�,�k } �'x� '� ¢°k"' r�++'Fi xa�,�x��.�r �i'i d �� .- .v.i��P;,,�a. . > � ..,�_� . _. . . . _ ., . , - __ .._ _ _ . ,'�`-"�r�`3vF 7:1r�:}e rd't'�u.,�.�.a.� ...a y .,. , • � �� City of Orono � �,, 0 2750 Kelley Parkway �� P.O. Box 66 f �' � r� �, �"��;l,�<�€'p;�'' �� Crystal Bay, MN 55323 �' 'j1�`��r�;�'��,�,G (952) 249-4600 �LsBo� Fax: (952) 249-4616 Date: August 16, 2007 To: Ted Hanna, Counselor Reatty Ingrid Serck-Hanssen, Bridge Realty From: Evelyn Turner, City Planner 952-249-4623 eturner@ci.orono.mn.us Subject: 440 Big Island — Construction of New Dwelling Attached are: 1. Excerpts from City of Orono City a. RS Seasonal Recreational zoning district standards b. Shoreland Management regulations c. Yard and Open Space and Accessory Building regulations 2. Copy of resolution 2146 granting a lot area variance for the property. The code excerpts are intended to provide information about building a new dwelling on this property. The property is subject to other City Code provisions. After you have reviewed this material, feel free to contact me at if you have any questions. Excelsior Office; 2�4 Water Street W�YzOta ��te: 3622 County Road 101 South � �� Ex,_�Isior, MN 55331 Wayzota, MN 55391 � � ,.:�, _: ` Direct: (612) 751-1622 ,:: ,, .. Fax: (952) 401-1703 i '•'�, . Home: (952) 474-6270 '�� . Ted R. Hanna ,Ir, thanna@counselorrealty.com j � , ��: 1 i � counsel r - � , , , , , , - �-. o � !'_�M�s realfy inc. - _ � i . a /� O� � � _ O O ` �b� - , CITY of �RONO ,� �� ',� G'� % RESOLUTION OF THE CITY COUNCIL ��.kES_H� N O. �, � - '= A RESOLUTION GRANTING A VARIANCE TO MU�IICIPAL ZONING CODE SECTION 10.31, SUBDIVISION S (C) FILE NO. 2627 WHEREAS, Willmar L. Thorkelson and Peter A. Thorkelson (hereinafter "the applicants") are owners of the property located at 440 Big Island within the Cit�� of Orono (hereinaiter "the City") and legally described as follows: Lot l, Scriver's Subdivision of Lot E Morse Island Pazk and Lot 6 and the South Half of Lot 7, Morse Island Park Second Addition, Hennepin County, �linnesota (hereinafter "the property"); and WHEREAS, the applicants have applied to the City for an after-the-fact variance to �Iunicipal Zoning Code Section 10.31 Subdivision 8 (C) to permit an accessory structure to be located 23' from the platted street right-of-�vay where 30' is required. NO`V, THEREFORE, BE IT RESOLVED by the City Council of Orono, �linnesota: FINDINGS l. This application �vas reviewed as Zoning File #2627. 2. The property is located in the RS Recreational Seasonal Zoning District requiring five acres in area. The property consists of 48,781 s.f. or 1.12 acres. 3. The applicants' son constructed a 12' x 24' accessory building on the property without obtaining the appropriate building permit and .in a location not meeting the required street setback. 4. The Orono Planning Commission reviewed this application on October 16, 2000 and voted 3 to 3 on a motion to recommend denial of the request. The application was sent forward to the City Council. Paae 1 of 5 ----, �!�0 � `�' _ � � CITY of ORONO A� I� � �,� �ti ;� RESOLUTION OF THE CITY COUNCIL �, �, ,.. ��9 4�'� N 0. �� -� �kESI3� , e City Council made the following findin�s of fact: A. The topography of the property limits where the accessory structure can be located on the property. The structure is in an appropriate location based on the topography of the site. g. The location of the accessory structure does not impact neiahboring properties or use of the right-of-way�. C. The angled orientation of th f the shede enc�r achi g tint Wthe r r quired o n l y t h e w e s t e r l y c o rn e r o setback. (, The City Council finds that the conditions eYistinQ on this property are peculiar to it and do not apply generally to other propert�� in this zoning district; that granting the variance would not adversely affect traffic conditions, light, air nor pose a fire hazard or other danger to neighborina property; ��ould not merely serve as a convenience to the applicants, but is necessary to alleviate a demonstrable hardship or difficult}�; is necessan� to preserve a substantial property right of the applicants; and would be in keeping �vith the spirit and intent of the Zoning Code and Comprehensive Plan of the City. �. The City Council has considered this application including the findings and recommendations of the e le�tgof themlroposed parian e on the healthmsafety by the applicants and th P and ��elfare of the community. CONCLUSIONS, ORDER AND CONDITIONS Based upon one or more of the above findin�s, the Orono City Council hereby grants a �'ariance to Municipal Zoning Code Section 10.31, Subdivision 8 (C) to allow an accessory structure to be located 23' from the platted street right-of-way where 30' is required. 1. Council approval is based on the site plan submitted by the applicants attached to this resolution as Exhibit A. Any amendr�ents to the site plan may require further Planning Comcnission and City Council re«e«�. 2. Authorities granted by this variance run with the property not with the applicants, Page 2 of 5 . . �.(,�/O / y- �I' 0 0 - � CITY of ORONO �. �� , ,� � RESOLUTION OF THE CITY COUNCIL ��9kESH��// N O. � � , �=� STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) On this��l�� day of /�/�(,'Gi`��/ ,200�before me a Nota Public�vithin and for said county, personally appeared (��I l�'l�'t� L- •`7�h��1�l�� '^�� V-�1- ��+'�-��'?4,� known to me to be the person(s) described in and who executed the foregoing instrument,and'��"��. acknowledged that he (they) executed the same as his (their) free act and deed. HEIDI N.STURMAN �' , /� ��Z��-2 NOIARY PUBUC-h�SOTA t �/�. , i :,,w: I+h Commissron ExPues Jan.31.2005 otary Public STATE OF MINNESOTA ) ) ss. COtTNTY OF HF,NNEPIN ) On this day of ,200_before me a Notary Public within and for said county, personally appeared kno��n to me to be the person(s) described in and �vho eYecuted the foregoing instrument, and acknow�ledged that he (they) executed the same as his (their) free act and deed. 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(� ,;� •�' -:'3 �,,, Y --�»w.' $ � l . '�� `. �/� . g r �2,5:7 . FT. � � — r��`�� — -- . �- �.;-- �.— � - -� _>� ` f j ,� y ;�;.=rsa '� / .�--;��' 1 ;;� � �� ^(' , �y . �,i��; . p�� p,� , ;:s ' �j '�J� / �� =:;2i:_ r— cr ' 1 �� a:� I ��j /• ,+ :3t�t'2 �� a � � I •. C-� /,: � Jj� :Si�j�� u � � i `,��` /�„" l�O� '.� , pj�i � --I tA { • �J � f /•�` ��:i��_j X= Q s � .-C• ('��,� � S' i_i:;,.-:j � _ �° i �� c� :�� `I 7j .�..i � _z I � �.� .�� .;:iL:�zt CS) / j ' �' . � �(", � :�a �^ _':'�` i � ' I �; 9 d:IVIv \^r_ �^I A A Ir1 . � " I �. / !• , �.:t.rll VV � � L)��' � I : . . �_ s �; :3;� ��i �r� .� i`n� i� I i . .� /.� ig� yL-�VIVv n� ITf/'1/� ( � � -� •� /;: . � V I I I V t v ; � y ; ��8` - \ ■_.anr,r� i i � � .s � ri f� � ��___ � `; ;:;; Page 5 of 5 " ;� ;� � :� � a - .", � ' O � � O O� '' C ITY of ORONO �� ; , , r ; �� ;; j � .;_ l5�, i Municipal Offices ` ",�i,� \ G,y ; Street Address: Mailing Address: t9jf'EggO�'� 2750 Kelley Parkway P.O. Box 66 '�`----" ' Orono, MN 55356 Crystal Bay, MN 55323�0066 May 15, 2006 Pete Thorkelson c/o Maxine Thorkelson 7600 Golden Valley Road #209 Golden Valley, MN 55427 Dear Mr. Pete Thorkelson& Mrs. Maxine Thorkelson: I am writing in regards to your property at 440 Big Island in Orono, Minnesota. I recently received information from Swedlund Septic Service indicating your intent to construct and install an outhouse on the property, The request to construct an outhouse on Big Island is denied for the following two reasons: 1) An outhouse is only allowed for seasonal dwellings of less than 800 square feet, your structure is larger than 800 square feet. 2) The soil boring submitted by Swedlund indicates mottled soil at four feet below grade at the proposed site of the outhouse. The State of Minnesota Chapter 7080 Septic Systems Regulations require that the outhouse meet a three foot separation to mottled soil from the bottom of the privy hole. The code also requires that the privy be filled in when the solids are within one foot of grade. These two requirements would not allow for construction of the outhouse as you intended. Please feel free to call with any questions. Sincerely, .� �� Willie Gibbs Inspections Telephone(952j 249-4600 • Fax(952)249-4616 www.ci.orono.mn.us � SEPTIC SYSTEM INVENTORY Site Address: , 440 Big Island PID: 2311723320050 Owner Name: Peter A.Thorkelson Owner Address: ey oa , ui e 09 elden-ilattey--� 'MN �—� �o SO�L 1�'L �ISiC� �j�� ' ��, Building Type: 1residence Installer: Date of Permit: 10/1 /03 'Hagberg Excavating System Type: ,gravelless trench BRs Designed for: �2 In Musa?: 'No Shoreland?: SEPTIC COMPLIANCE INSPECTION Report Date: r— Compliant?: Expires: Non-Compliant?: Report in Street File? �— SPECIAL NOTES �— �— �— SEPTIC TANKS MateriaL• fiberglass Capacity: ':1500, 1500 combos Tank Filter. ,yes DRAINFIELD Treatment Area: 540 Soil Boring: ',yes DF Ht above Wt: �— WELL DATA Setbacks-Well-Tanks 20 Well-DF: 50+ Report in File?: �— Depth: �— INSPECTION RECORD PUMPOUT RECORD Date Description Date Gailons 6/11/82 10/16/85 'note:discharge pipe ends in a 3'-4'deep hole �� 10/31/90 ;system notfound 5/22/96 non-conforming,repair by 12/31/98 5/08/01 �non-compliant,replace by 12/31/2007 � �--� 10/15/03 installation ' � � � � � � r- r � � � � � r �_______ � j I . L��:�._ 5 � 4n � � . � � ' � o � j � �� R�q � � � S X � x�, �� ,�s,�s y�- lo - �s ��3 � o� 0 0 �, �P�,-� ,, CITY of ORONO �� ,� �� ,,,. _ , ti '�,� � ^.�-,1 r�� G,� Mumcipal Offices �� 'i O'`� Street Address: Mailing Address: t� �` � Eg$ 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner: v" � �(b o� ICe\ S o� Address: �y� Q�9 1s(R�1'J City Ordinance 199 requires that each e�isting on-site sewage treatment system in Orono be inspected every two years. The on-site se«�age treatment system at the above address has been inspected and appears to fall into the categories checked below. SYSTEM CONFORMITY (1-3): 3 1 ��C�DE SZ'STEM�� An ISTS which meets all the location,design and construction standards oftha current Orono hfunicipal Coda. 2 '�C�IVTPI,IE�T SYSTEM° An ISTS which does not meet al(thz location,desigi and construction standards of thz current Orono Municipal Codz but does meet the thrze foot sepazation requirement,and which is not failing or an imminent thrzat to public health or safety. O "N�i�-C��I-IA�$YS�M" A prohibited ISTS;an ISTS located within a designated 100-yzaz flood plain,any ISTS which may or may not mzzt all the location,desigi,or construclion standards of the current Orono�funicipal Codz and which is failing for any reason;and any ISTS with lzss than three feet of unsaturated soil or sand betwern the distribution device and the luniting soil characteristics. TANK CONDITION(�-10): Tank inspection indicates: � � Pumpout nut needed at this time. 6 Tanl:must bz pumped out this year (city code reyuires tanks to be pumpzd out evzry 3 years. Tank was last pumped U r�K n0 w n ). 7 Solicls accumulation in tanks is at a critical a critical leveL Tanks should be pumped out as soon as possible. S Systzm is discharging to the surface. Tanks must bz pumpzd out within 48 hours to zliminatz surfacz discharga. y Inspection riszrs missing-tanks could not bz inspectzd. Tnspection risers(4"dia.pipe)must bz installzd in each tank at neh�t pumpout. Iftanks ha��z nut bzen pumped out within the last thrze yzars,they should bz pumpzd out now. 1� Inspzction pipz is toca[zd directly ovzr tank baflle(does not gi�•e accurata measuremznt of solids accumulation). If tanks have not bazn pumped out within the last thrze years,they should ba pumpzd out now. DRAIiVFIELD CONDITION(11-14): 1`-� 1 1 Drainfield is dry,no surfacing evident 1� Some evidence of surtacing,nat critical yzt. 13 Draintield is saturated and visibly discharging untrzated efrluent to the surface. Contact the City Inspzctor immediatzly.Repairs must be completed�rithin 90 days. � Draintield ei-tent and condition unkno�m. C01�1iv1ENTS: SySfie�-. �ae5 ��- n�ee-�- �, �oo� Se e�}- o^ � f.5�c.�.« a��Lc. s�S�-<�. Sy 1a.-3\ -0 7 � s-� -O \ G1�-�� Date of Inspection Seplic System Inspector tiotz: In thz zvznt that this inspection repoR is used to satisfy the requirements for a moRgage or othzr transfer of propzrty,be advised that this report does not guazantze or certiYy that an existing system will continue to function properly,but is merely an opinion of the adequacy of the systzm under current condilions based on the avaitablz information. CITY OF ORONO � O� Municipal Offices O O Post Office Box 66 Crystal Bay, MN 55323-0066 a � ON—SITE SEWAGE TREATMENT � � INSPECTION REPORT ti ��9kESH�g'�G Owner• ] C, , � ^ � Address• �� Permit #'s: �1�.�� Dates: contractors: l_.A?��/� City ordinance rnxnber 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis. The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below. (This is �an existing system [ ] new construction> SYSTEM CONfORMITY (1-3): � 1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface waters. 2 "CONFORMING SYSTEM"-A system uhich does not meet all the location, design, and construction standards of the current City Codes, but was installed according to the code in effect at the time of installation, and which is operating satisfactorily by treating and disposing of the entire current sewage input without discharging any pollutants into ground or surface uaters. "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any system which may or may not meet all the location, design, and construction standards of the current City � Codes and which is failing for any reason; and any s stem with less than 3 feet of unsatu ' ibetween the dis ' ' ' he limitin c aracteris tcs. p, %Y ��?I_Q� f \J �� J 1 / (The limiting soil characteristic pC1 has or [ ] has not been identified t this t me. If the limiting soil characteristic has not been identfified, this classification may be subject to revision.) TANK CONDITION (5-10): Tank inspection indicates: 5 Purt�out not needed at this time. 6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems. 7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible. System is discharging to the surface. Tanks must be purnped out uithin 48 hours to etiminate surface dischar�e. Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank at next pumpout. If tanks have not been pumped out uithin the last three years, they should be pumped out now. 10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation). If tanks have not been pumped out within the last three years, they should be pumped out now. DRAINFIELD CONDITION (11-14): Drainfield inspection indicates: 11 Drainfield is dry, no surfacing evident. 12 Sort�e evidence of surfacing, not critical yet. 13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City [nspector irtmediately. Repairs must be completed uithin 90 days. 14 Drainfield extent and condition unknown. LIMITING SITE FACTORS (slope.setbacks.etc.): POTENTIAL fOR SYSTEM FA[LURE (depends on soils,water table,etc.): � COM2�ENTS: ^-� f ' �T �� Q 3 � - n > -- �, _ ,�_ Date of Inspection S pt' System Ins ector Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property, be advised that this report does not guarantee or certify that an existing system will continue to function properly� but is merely an opinion of the adequacy of the system under current conditions based on the available information. This report must be kept on the pre�nises with the system loc>tien and pumping records. WHITE COPY/Inspectors Fi�e YELLOW COPY/Homeowner � �, 4�, � � �(a� _ Certificate of Title ��y� Certificate Number:1373428 Created by Document Number. 5109189 Transfer From Certifiqte Number. 1343508 1356040 Originally registered July 9,1947 Volume:385,Certificate No:118400,DisUict Court No:8007 Also originally registered September 11,2012,Certificate No:1356040,District Court No:27-ET-CV-11-1480 State of Minnesota � ss. Registration County of Hennepin 7his 1s to ceraty tnat John E Reimann III,whose address is 21957 Minnetonka Boulevard#12,Excelsior,Minnesota,55331 and Alice S Reimann,whose address is 21957 Minnetonka Boulevard#12,Excelsior,Minnesota,55331 as joint tenants are now the owners of an estate in fee simple In the following descAbed land sltuated in the CouMy of Hennepin and State of M(nnesota: Lots 1,2 and 3,Scrivers Subdivision Of Lot E.Morse Island Park Subject to City of Orono Resolutlon No.1548,granting a lot area variance and imposing tertns and condRions,CR Doc.No.4932162,filed and recorded Odober 9,1984; (as to Lots 2 8 3) 3ubject to the irrteresb shown by the following memorials and to fhe followfng rights or eneumb2nces set forth in Minnesota stadites chapter 508,namely: 1. Liens,ciafma,or rightt arising under th�Iaws or tho Constltution of the United S�,whleh fhe statutes of this state cannot require to appear of record; 2. Arry real propeRy tax or specia�assessme�t; 3. My lease for a period nat exeeeding three years,when there Is aetual xcupatlon of the premises under fhe lease; 4. All rigMs in public highways upon the land; 5. Sueh rlgM of appeal or rigM to appear and corrtest the appliption as is allowed by law; 6. The rights of any paraon in possession under desd or contract for deed from the owner of the csrtifiwte of title; 7. My outsUnding meehanles Ilen dghffi whieh may exist;under sectlons 514.01 to 514.1Z Memorials Documerrt Date of Filing Number pocument Type Month Day,Year Time Amount($) Running in Favor Of Resolution No 5049. By the City Council of the City of Orono. 3943285 Resolution Apr 7,2004 2:00 PM Granting a condlUonal use pertnit. (as to Lot 1) indexes verifled through s�zv2o�3 s�o�r IN WITNESS WHEREOF,I have hereunto subscribed my name ��'��lr� and affixed the seal of my office this 22nd day of August„2013. +s.. '•• Martin McCormick ' �� - Registrar of Titles, ��,"""'� In and forthe County of Hennepin and State of Minnesota. Certifiqte Number. 1373428 Page 1 of 1 CITY CF URUN� � •� �;?�iD�• .",, } , .`;,��;: ,y� �r, I(k�'.,�� B I G I S LA N D P t30'I'O S s � ,�� ,� .� . ,�� 1 �� .— ---_ i: , �`�;, � .�� _—__------ '�` s, ' � ,' ,'1'� ,��. 5,.,1; Da t e �UN[� �l 1 /��._�.� �, > � �y.<' , i�: �'x ' �� 1�!t, ` k�y A.P. Olson , M.P. Gaffr�ri � ti `• : t . '� r. �. � . i.o. �3-3a-c� - ; P• _ .S�O � � �� -- ' tawner c v�t� 11 EI 1 �'� '` _/ 1� ��.ro - �� u �� _ � _ � ;'�,�:�� . #� )� �� - 5/� scf l2DsF _ � � � '• M,�� „_, r+�"•�,!, `1'� �e!�L_`^_�...._..___.__�.----_..._ _.��7 '��i f6 , ' � � 1 '. ._ �_ i� - v , r', �� .��..._._.�----,.�__.f.___.._ ._.__ -____...._ '�}��, :� I ' �: - ' -`a � .,� #3 ��;; � � e r _ '�, � '> � ' , ' —r --_� ��' '; ' r'�.� , � ' 3 �,�• v `�+``_ . ;�t °,w,� _ .;; MAIN BLDG Exc.�I . ., ' ' wti+;�� . ' ,J. _ .� . �� ,. , Blt. � X Go�;_: 'a,tn�` . .. . . .W�'..� F.. . , YMG��,�,��.�. �y,.r �� _�_ . Fa�.: nC:_,r Sleeping 071.�- �� Kitchen �D a3-3�— 40�5�c � wi.nteri zed -� �3 4,; No Foundaticn Crawl S� �� Footings Only Bsm� � Toilet �, Non� Drainfiel� ,� Ces.��c3. Ouf: Hous` Well X Lake �ur��,� 1Va Water From Ne�.ghb�T: Accessory Bldgs Exce?. . Good F�ir Poor /1v-cv2 � �- �j O \� %% � � \��, O O\�',1 ' • i'� C ITY o� ORONO �,� , f . � J`,a �:: y i I n I; v�, as ' �' �t4 Municipal Offices � w � � � � ' � ;�F G �� ,� ' , �, � .� . Street Address: Mailing Address: �`qlt"Egg04': " 2150 Kelley Parkway P.O. Box 66 � ��-� — _ ' Orono, MN 55356 — - Crystal Bay, MN 55323-0066 May 9, 2006 Pete Thorkelson 2600 Golden Valley Road Golden Valley, MN 55427 Dear Mr. Thorkelson: I am writing in regards to your property at 440 Big Island in Orono, Minnesota. I recently received information from Swedlund Septic Service indicating your intent to construct and install an outhouse on the property. The request to construct an outhouse on Big Island is denied for the following two reasons: 1) An outhouse is only allowed for seasonal dwellings of less than 800 square feet, your structure is larger than 800 square feet. 2) The soil boring submitted by Swedlund indicates mottled soil at four feet below grade at the proposed site of the outhouse. The State of Minnesota Chapter 7080 Septic Systems Regulations require that the outhouse meet a three foot separation to mottled soil from the bottom of the privy hole. The code also requires that the privy be filled in when the solids are within one foot of grade. These two requirements would not allow for construction of the outhouse as you intended. Please feel free to call with any questions. Sincerely, 0��.�� Willie Gibbs Inspections Telephone(952)249-4600 • FaY(952)249-4616 www.ci.orono.mn.us _ • ` _�� ' � � .��A��'r�.S Swedlund Septic Services, Inc. ❑ Perc Test � Soil Boring ds St�- ��1��0� ❑ Design u Installation Estimate Prepared For: ��. � �o� �1�ov� � � � � � � �� - .�� - �� Site Address: � � � i� �� dr��r� ;� � St�te��ertifeci 25648 200th Street • Belle Pl�ine, MN 56011 • 952-873-3292 T 'd Z6ZE-ELS [ZS6l punjpamg ysoC eS0 �60 90 b0 �eW �el►'�- � � s��rcEs Site Evaluation On 5/2/2006 I met with Pete Thorkelson at his property 440 Big Island. We met to discuss a potential site for an outlaouse. Pete informed me that he had already been in contact with the city of Orono about the proposed outihouse. I conducted a soil boring next to the proposed site and found mottled soils at 4'. This site is close to his new dxainfield. Pets said he was informed by the city that he could dig his pit as deep as his existing drainfield lines. The existing drainfield lines are 28" deep. Josh Swedlund resident Swedlund Services, Inc. Swedlund Services, Inc. 25648 200th Street Belle Plaine, MN 56011 952-873-3292 License #2502 Z 'd z6zE-ELS (zS6] punjpamS ysoe eS0 �60 90 �0 �eW , . 25648— 200"' Street •�elle Plaine,MN 56011 952-873-3292 Josh T, Swedlund l.ic. #2502 Date: �� Q �; �GX�s�� ' � �tavvl�� S��}�.Y� �$. �� `� :�o�, y , ��Q�� -�. �� ° . �,,,�P � � � �� o � �. �;� -,� ��.v1� \ � �� ,� � E 'd Z6ZE-ELB [zS6l puntpamg yso� e90 �60 90 f�0 �eW LOGS OF SOIL BORINGS �� . �� /A/ ` �• V' �� Location of Project Q � Borings made by JOSH J. SW DLUND Date � � Classification System: ❑ AASHO � USDA-SCS ❑ Uni�ed ❑ Other Auger used (check two): �-land ❑ or Power; ❑ Flight [�or Bucket; ❑ Other / � Depth, Bo�ing Number � Depth, Boring Number in feet Surface Elevation in feet Surface Elevation o l0 �� o ,, ��- �� 1 - 2 �� 2 ^ �� '' 3 3 - - „ �� 1�� o�� - � � 4 5 - 5 - 6 _ 6 - 7 - 7 - �� feet_ End of boring at feet. End of boring at Standing water table: Standing water table: ❑ Present at feet of depth, ❑ Present at feet of depth, hours after boring. hours after boring. � Not present in baring hole. ❑ Not present in boring hole. Mottled Soil: Mottled Soil: , !! �] Observed at�feet of depth. ❑ Observed at feet of depth. � ❑ Not present in boring hole. ❑ Not present in boring hole. b 'd z6zE-ELB (ZS6l PU�iPamS 4S�C e90 �60 90 f�0 �eW �l � . _ � _ _ . _ , • � � �d te�,� � � � v�✓' c� ?`� � � � �s ?�G� es� :�-,. e I , , e X'c e Jo 7L �!-'a�o s� � �/'�v � � � �o�v� � _ � �fi rs-1 e �C�-t vc„� �f' i � � l l�►G/'e �'�S" cc, �/�o�J ��'�-ri. , C�' 7`h �'.�'ccJ�� i I , MDrf t�'<<S SG� o v L c� 6� �!�c� L � 5� �' , �e `�'e �� c��'l<� c �s�L, � � � �° . , ��=� n �/��- ; � � _ � � � , � , � � , � � ��Pas� �, • SYST�M 1 � � I `I RM' TO� OF ZZ�"� � 9s g EL I/-/ •co � I PRo?ote'D '�,�/ y ,, � I pR��sE� s�� SS �i - —_._ 1�� r:. r 1 >o. � _ ;;; Yo x - 1'= yo" �l'1ASSASpL7 AVC, SLt`EVL= � • 1fr.S sE�3 ��_. 'Oo7 �p�co!o1;on Tcs�s Scok- � P�� ;,�' S'3 s'Jcn� �� N � � t �,,,rs,; Ea�rttiT`' � �'3 Mork ; 3ti �Bm�I: "' V " �4 �TLMJt r � lem is b bt croslrvc�cd to mcd 7�a.ns R �Ta`� � s� M� i ia Nole: Tha s7s � o a� Itx irLrntwlo Potiv=�on Co^'�d A;z^h �r.oa�stu �,v°y�'R '3 �� ,: o�/� � �r Chapter 7080 b Local Ordinancc �(,L � .✓ � C� �J'-��G \ �LE�` , s�+eu o � a�K � \ � ? Check all underground utilities N ____ \ f•G \ � -f�,�,-� � . -�<C ti — Ex'��b \ iti,;�}'f �i 1 r l� I�iEs._.�.=u'-P'� nr -- , -- - _ _ 1 ��v�Lf..- -��.✓D __..----- ^:'�,N�To,u Kq \ � �• ORa_No� _ I�ENN. Gv._ _ ------ � Ontc 1 /r�l Ph (G(2) J9R R7'9 � .Z�-- vv (Zusty Ulavn'n v{1y�nncJ F'c�Cvl�(lur� 1es!Jri�:; .L. (>a:1�no d t�Y ��_�/ L-- __ __ i � �� . . . � . . . . . . . . , . � .. . . .. .>a��e...� 3£]'.'...s+s..t..a� �s,�fi. ... a . .u._,i,.v.fiA4h" .. e ,_.. , . .. �Y s�� q � �� -' �'�L- ��?��"�=- ��- /��'r�� ,�,v� � ��G�s� � � �-� ��, _... . �� --�-�� --�--�-�-_ �'`� ��I�-}� � � -.��.�- `..� �„��'�L�..�� I��,�� -�,�� ,� �. �� T ��'�' 1 „'_` ,.-�,� �--��j�� l�l/JZ�� "�� k:��►�1fe�11� �j�� -- �G�,�'��vC� y,/�'�/� �w� �"� � .�,�-:�a t�iu1�°P�`� ��o��"�:,�t�� t-r��,�.�� .� � d�� " �� --�-��u�_ __ �'�� r� �� -- � � � �: �� -� � — � �� w� � � ��.� �t� ,�� /�' .�?��' ��`� s�Gouls � �� d� �", �� !I_f�tJ�"J �--� ��'(/G�`"?�----- � — � i S f'1�f t; � �� 1��- �� ' , ' S'��l �-� I�C� ��1.-�. -- ?�!/�'� �.�c...�-�►�-�-z �`��s ' - �� , �- � s��,� - ��sai� � r �;��., �:� KEITH E. EKSTROM ATTORNEY AT LAW ' ? �' �`�� P.O. BOX 332 * WAYZATA, MINNESOTA 55391 * (952) 475-3435 August 29, 2000 Maxine Thorkelson 4851 Dawnview Terrace Golden Valley, MN 55422 RE: 440 Big Island Dear Ms. Thorkelson: Enclosed please find a copy of the letter addressed to the City of Orono confirming the extension. As we discussed on the telephone, I am in the middle of a trial and will not be able to devote my full attention to this matter until later next week. You also confirmed the family would like to retain us to pursue expungement of the criminal charge from Peter's permanent records. I understand that you obtained the entire file, which will certainly make my job easier. If the file is not too voluminous, could you please mail it to me at P.O. Box 332, Wayzata, MN 55391. After I have had an opportunity to review the file, I would like to meet with Peter. He has invited me to meet with him out on the island, and I would certainly appreciate the opportunity to see your property and meet with Peter there. Please feel free to call if you have any questions—day or evening. Very truly yours, � � Keith E. Ekstrom KEE:kap Enclosure '—" ' (�.� �V`,� f�►�`�'j s �v�`�✓� � o� �, d � ��S � � � 5 �� o U �� I. �- —� c�� , LI s��-�' �� r � -e��p �� , . c� , � ° ��, � �o o�� ,��,� � � CITY of ORON4 � ,� �, _ "�+� i ;, , G1 Municipal offices '>'� Street Address: Mailing Address: ��I('�xp�'� 2150 Kelley Pa�kway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 August $, 2000 Willmar Thorkelson 4851 Dawnview Terrace Golden Valley, MN 55422 Re: 440 Big Island Dear Mr. Thorkelson: On 5-5-99 this office received an After the fact building permit application for a shed that was constructed on your property on Big Island. The permit cannot be issued for the shed in its present location. A 30' setback is required from the side property line along Moslin Avenue. One corner of the building would be required to be moved 6.28 feet further away from the property line. The City must require you to obtain a permit and move the shed to meet the setback or to remove the shed from the property. A deadline of 9-1-00 has been established for compliance. If you have any questions please feel free to contact me at my office. Sincerely, � ��-- � Lyle Oman Building Official LO/hs Telephone(952)249-4600 • Fax(952)249-4616 www.ci.omno.mn.us �.�, o,�,. ;�o :::,. o , �t _. � CITY of ORONO I � "i i ^ '��'�:� ti Munici al Offices �e'�+, �b �� r',.� ,�' P �,� w<?� ��z�'°,�G Street Address: Mailing Address: '9JtE$°Hp'g' 2750 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystai Bay, MN 55323-0066 April 19, 1999 Willmar L. Thorkelson 4851 Dawnview Terrace Golden Valley, Minnesota 55422 Re: Work without Pernut - 440 Big Island, Orono, MN Dear Mr. Thorkelson: It has come to the attention of this department that you have recently constructed a cabin on your property at 440 Big Island in Orono. This letter is to notify you that the City requires building permits for the construction of buildings. Therefore, the City must require you to remove the building or submit a building permit application along with building plans, a survey showing the location of the building and hardcover calculations. A review will be done and if found to be in compliance with building and zoning codes, a permit can be issued. A deadline of May 3, 1999 has been established for submittals. If this deadline is not met, the City will initiate legal action. If you have any questions, please feel free to contact me at my office. Sincerely, � C�!�.- Lyl Oman Building Official LO/ch Enc. Permit Application Hardcover Worksheet cc: Bruce Vang, Field Inspector Michael P. Gaffron, Senior Planning Coordinator Paul Weinberger, Asst. Zoning Administrator Telephone (612) 473-7357 • FAX 473-0510 KEITH E. EKSTROM ATTORNEY AT LAW P.O. BOX 332 * WAYZATA, MINNESOTA 55391 * (952) 475-3435 August 28, 2000 City of Orono Municipal Offices ATTN: Lyle Oman P.O. Box 66 Crystal Bay, MN 55323-0066 RE: 440 Big Island Dear Mr. Oman: We spoke on August 22, 2000, concerning the shed on Peter Thorkelson's property on Big Island. You advised the City would grant an extension of time to deal with this issue. You asked that I put the request in writing. Accordingly, we request an extension of time until December 1, 2000. Please advise if there is any problem with granting this request. I am in the process of reviewing the City of Orono building codes, and will get back in touch with you in early September. Yours very truly, lJ��`� 1�' Keith E. Ekstrom KEE:kp ec: Maxine Thorkelson 4851 Dawnview Terrace Golden Valley, MN 55422