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HomeMy WebLinkAbout002-112-06-1800-LUP-2023-505/ SUBMIT COMPLEfED APPLICATION AND FeeTo: APPLICATION FOR LAND USE PERMIT Sawyer County SAWY � Zoning&Conservation Depart. i.,�;,' (/v 30630 Main St Suite 49 � � Ve t' � � 'O (A �3 _._._. _..---_° .,.. I 1 Hayward,WI 54843 a i.ti�..:,.�__ �J..�,-_� ...._. (715)634-8288 � (� OCT 0 3 2023 �y�,�� g3�N _�..,, �� INSTRUCTIONS: No permits will be issued until all fees are paid. r:� �-� � ���.p- ����r^�a°� � ( �+ YC., . { 1�:�Y ',.�.,�.r�,^r�_..�_`��.� .. ..:........... `11 Checks are made payaBle to:Sawyer tounty Zoning Oepartment .�0�'��p���iJl:i TRAT) DO NOT START CONSTRUCTION UNTIL ALL PERM_jT.$HAVE BEEN ISSUED TO 11PPLICANT. Original Applir�ri�n MU57 bc submltted FILL OUT IN INK (NO PENCIL) Submittal of this appllCatlon or receipt of fees does not conititute permit issuance. Owner(s)Name: Contractor(s)Name l�e�v�. L. J �j��� Mailing Address: �� �G��v Maifing Address: � , Phone: Phone: "��3 3�c� —t S��-! Email: (,.�5 l� � (,L�, Email: Site address: � 1..� ,� r�; V Or Date applied for: ��'� � Legacy,VlN# �b� �� �g� Town of: Permit deUvery Method �Call Owner �.11ail Owner ❑Call Contractor c Mail Contractor `_'Is Property/l.and wtthin 300 feet of River,Stream (�nd. Distance Structure is from Shoreline: �5 Intermittent) yOUt PtOpeRY � � feet �n Ftoodptain are wetlar�is ::l Shoreland �reek or Landward side of Floodplaln. If yes---continue ore•xent? zosre? - is Property/Land within 1000 feet of lake,Pond or Flowage Distance Structure is from Shoreline: Yes Xes If yes---continue —► feet �o No " Nan-Shoreland Describe Project Total tt of value at Time of p�oject type Foundation What Type&Capacity is the Completion (House,garage,shed,deck, Number g�sement, bedrooms "include donated ( Sewer/Sanitary System(s) Addition,etc...) of Stories Post time&material Crawlspace, List separately Slab) construction S �y�y1 �-C.I.J S�� owc ling ���� $ � l��ti; �'�-r Y�O�c,\ ��+-� Accessory Bldg $ ndditlon/Alteration Hefght: Totai Square Lowest Proposed Use ✓ Proposed Structure Dlmtnsions Footage Grade to (multtply per Highest story) Peak X Residence i �� x �L, � ,��� ,-�� Ft. t"�, i 2 � with 2nd story or loft � X � Ft. wfth Basement ( x � Ft. Attached Garage t X ) �.Residential Use Ft. Actessory Strutture(explain) � x � ❑ Agrieultural (detachedgarages,sheds,6oathouses,etc.) Ft• Use { X ) Temporary Guest Quarters or Bunkhouse(t�rde tyPe) �t Cl Commerefal/ Deck/Porch/Patio � X � Ft. Industrial Use - t X � �2nd)Deck/Porch/Patio Ft, ❑ Munidpal Use ( x � Othel'(eaplain) Ft� ❑ Othef ( X ) Prineipal Structure(ngriculcurai,Commerclal,Munidpal,Eic.) Ft. Addition/Alteration(eXa�a�n� � x � Ft. Total Non-habitable square feet: Tota)habitable square feet: �� � (decks,patios,garages,sheds,storage area&other structures) - �� cle�tl,1, p�...'��S pJ�`'�s ��J�� o� �!''i'`.`� � � 0 , �,. . .,,..-.. _.�„_,�_... ,:• '^—'� Original Apptication MUST be submitted Attach a Ptan or Skecch your Property on 8.5"x 11"or S.5"x 14"paper:*Musc'Include loeation and setback of proposed and existing structures,roads, driveway,sanitary components,well,lake,river,stream,and wetiAnds. Setback Description Description Set6ack Measurements Measuremenfs Setback from the Centerline of Platted Road and/or 7G' Feet Setback from the Lake(ordinary high-wa[er mark� FeeL Setback from the Established Right-of-Way ��_ Feet Setback from the River,Stream,Creek Fee� Setback from the Bluff if applicable Peet Setback from the North Lot Line Feet Setback from the South Lot Line Feet Setback from Wetiand Feet Setback from the West Lot Line Feet Slope within area of construction/disturbance — 90 Slope Setback from the East Lot Line Feet Elevation of Floodpiain Feet Setback to Soptic Tank or Holding Tank Feet Setback to Well Feet Setback to Drain Field Feet Setback to Privy(Portabie,Composting) Feet Prior to the placement or construction of a strudure within five(5)feet of ihe rninimum required setback,the boundary line from which the setback nwst 6e measured mus[be visible from one previously surveyed corner to the o[her previously surveyed corner or marked by a licensed surveyor at the owner's expense. Prior to the placement or construction of a structure more than five(5)feet Gut less than ten(SO)feet from the minimum required set6ack,the boundary line from which the setback must be measured must he visible from one previously surveyed corner to the other prevloasly surveyed corner,or veriflable by the Department by use of a corrected compass from a known comer within SOU feet of the proposed site of[be structure,or must be marked by a licensed surveyor at the owner's expense. . . � . •.• � • .- . • •- . Calculate impervious surfaces.(Roofed,concrete,paved,and other surfaces that water cannot penetrate.The Zoning Office can help you determine if a surFace is considered impervious) Calculate lot area: � Indicate(ot size from CSM ar NOVUS(cirele one): Acres;Multiply by ,43"560=Lot area: 5quare Footage Calculate impervious surface area: � Determine the total size,in square feet,of your projects liste ove(include es); sq ft. Determine the total size,in square feet,of all existing roofed structur i de eaves): sq{�, Determine the total size,in square feet,of all existing pav ricked/blocked surfac •• sq ft. Add these measurements determine total impervious surfaces; Sp{�, Calculate Impervious lot percentage Total Impervious surface: =Lot area: Sq ft.X 100=impervious surface / (Mltlgativn is required if rotal exceeds 15%) "'Notice a separate grading permit needs to be obtained if disturbed area is within the Shoreland district as indicated on previous page and meets criteria below'"' Grading on a sla�e greater than 20% . Grading of mora than 1,000 Sq.Ft.on 12/0-20%slopes 6rading of more than 2 000 Sq Ft on Slopes less than 12°/ . Grading is in excess of 10 000 Sq Ft FAiIUHE[C 03TAiN;;rtR����;T�,_;"�-�,RTING CONSTRUCTION WITHCUT A PERMIT WIL�RESU�T IN PENI��TIES I(we)declare that this application(Including any accompanying informatlonJ has been examined by me(us)and to the best of my(our)knowledge and belief it is true,correct and complete. I(we)acknowledge that I(we)am(are)responsible for the detail and accuracy of all information I�we)am(are)providing and that it will be relied upon by Sawyer County in determining whether to issue a permiL I(we)further accept liability which may be a result of Sawyer County relying on Yhis information 1(we)am(are)providing in or with this application.I(we)consent to co y o i ials tharged with administering county ordinances to have access to the above descri6ed property at any reasonable time for the purpose of inspection.A ionally,t undersigned person(sj hereby give permission for access to the property for onsite inspection by Munlcfpal Offidals. Owner ,1 Owner Signature Printedname,�_�/y LL Date� � Z- �� (Signa[ure and Pnnted Name required) NOTICE: All Land Use Permits Explre One(1)Year from the Date of Issuance. f or the Construction Of New One&Two Family Dwelling: ALL Municipalitles Are Required To Enforce The Uniform Dwelling Code. The local Town,Siate.�r Federal agencies may also require permits. You are responsible for complying with the requirements of the Sawyer Counting Zoning Ordinances and law and regulations of the State of Wisconsin.You are also responsible for complying wlth State and Federal laws concerning construction near or on wetlands,lakes,and strearns.Failure to comply may result in removal or modification of construction that vio�ates the law or other penalties or costs. For more information,visit the department of natural resources wetlands identiflcation web page or contact a department of naturel resources service center(608)267-3125 issuance Information(County Use Only) Sanitary Number;- #of bedrooms: � �.3- a�� Permit Denied(Date�: Reason for Denial: Permit#: '�----------�--- Issuing agentJ � � � � C� Date: J '��i.���` ��p I q �?� � Is Parcel a Sub-Stancard Lot I i Yes (Deed of Record) y �No � Is Parcel in Common Ownership `1fTYes �Fused/Contiguous Lot(s�) i I No Mitigation Required !:i Yes o Is Structure Non-Conforming I I Yes y�No Mitlgation Attached !_i Yes (,No Granted by Variance(B.O.A.) Granted by Conditional Use C;Yes i(Wo Case ii: 7 Yes _No Case N: Was Parcei Legaliy Created "�F Yes i'No _ Were Property Lines Represented by Owner '�;Yes Was Proposed euiiding Site oelineated �Yes I�No No Was Property Surveyed !l Yes �yo Office Comments: Zone DistricC Fee: � }�Q-�, 35�� Hold For Sanitary: � Hold For TBA: �1 Hold;or Affidavit: �� � Hold For Fees:❑ �Feb2021 -------- � �.. .;�:'"�., � � .. .. . . . - . ,:;;e,,.:r . 10/3/23, 10:20 AM Novus-Wisconsin Access rev. 13.1108 Real Estate Sawyer County Property Listing PropertyStatus:Current Today's Date: 10/3/2023 Created On: 2/6/2007 7:55:01 AM �'Description Updated: 1/3/2004 "� Ownership Updated: 6/6/2023 Tax ID: 666 KEVIN A LESYINSKI OTSEGO MN PIN: 57-002-2-40-08-30-5 15-152-061800 Legacy PIN: 002112061800 Biiling Address: Mailing Address: Map ID: -5.6.18 KEVIN A LESYINSKI KEVIN A LESYINSKI Municipality: (002)TOWN OF BASS LAKE 7698 PADGETf AVE NE 7698 PADGETT AVE NE STR: 530 T40N ROBW OTSEGO MN 55330 OTSEGO MN 55330 Description: BADGER BEACH LOTS 18-21 BLK 6 LOTS 'n 28-31 BLK 6 r Site Address *indicates Private Road Recorded Acres: 0.550 � ���N �� - U - -- Lottery Claims: 0 ��� , 2.w�1 �cv�- E"�Zt J war� Syd'�{3 First Dollar: No Zoning: (RR2)Residential/Recreational Two J Property Assessment Updated:9/13/2012 ESN: 445 20Z3 Assessment Detait Code Acres Land Imp. � Tax Districts Updated: 2/6/2007 Gl-RESIDENTIAL 0.550 7,700 0 i State of Wisconsin Z_Year Comparison 2022 2023 Change 57 Sawyer Counry Land: 7,700 7,700 0.0% 002 Town of Bass Lake Improved: 0 0 0.0% 572478 Hayward Community School District Total: 7,700 7,700 0.0% 001700 Technicai College .� Recorded Documents Updated:9/20/2011 , O WARRANTY DEED �Property History Date Recorded: S/22/2023 444595 N/A 0 QUIT CLAIM DEED Date Recorded: 2/11/2000 282370 698J225 https://tas.sawyercountygov.org/IAccess/master.asp ��� 7 � �� �,� ��� y�o� E . � . . :�_ . - . : . .. - ..r- .. ���.,' .h s>� F` �; `� s'i �, � 'ffi,��t _ .. ��a y •t" T � t � � �: ���T 8- y, a� "�� x;#� � p _ ,$- �� � i� , t.* � a�, *s �F"�r„��.,�ln. �Y.�,,,��,�s� _ �'�' _ � s .. n� �.4+� 'eY�} s1,. ����k i� .v. . . y.�y .,. ,A, " ..� � _ �f{r` .� t } .x:k'_.�, `•8a�- � ;::. .E -, . . .�, ,,.. l ._ . ..s� '�'�:' � +g�l `;�_$ :�'. y�`-`� r,: .ep. • - : �^, .,t� .s � � : ' �:� � r '>,��� 'f. �: � 'a,p' '- ., . _. � c�� � .. 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'�-� �.. . t ��,s� �� i � � � � �� � � w � � 4 � - e _ � „ � �� t � � �— .— d � s �' -9' � r� a �� � � �0� � U — � � ` �' � �� � � .y. � rJ A .y j Jab Tmss Tmss Type Oty Ply aTREC0783338 C11032A COMMON 1 1 Jo0 Reterence(op�ional) MltlweslManufatlunng.EauClalre.Wl Run'9615Nugit2@2PnnC86105Aug11]03PM�TaklnOusbies.Inc.WeEMay0316a1:H Page't I�CT91yLP9MKP5xOQ<sF�]9rvOT0.AdceEw6liMNIpCFJnmmOyBlnM9�NtlEdSJlxkp%ZK95p 20-0 5-10-8 10-11-0 16-0-0 21-042 26-7-8 32-0-0 34-QA � 2-0-0 � 510-8 � 5.042 � 5042 � 5-0�12 { 5-0-12 � 5-10-8 1 20-0 � 5xB� 5 T1.5.0. 24 25 1.Sxas d� 4 6 '^ SxB+ z� ZZ SxO. � � 3 y 7 e Z 23 26 B 0.3-ffi 7 3 12 19 11 20 10 dx8� 6v8• MT1BM5 3v12• 6rB• aN8• 10-113 21-0-12 32-0-0 ' m-ii� � ia�-e � io-iia , Swle=lfi2 Plate Oflsets(X,VI: 12:0-4-0.0-1421.13�.0-0-0,0-3-01.15�.0-4-0.0-2>I,I7:0-4-0.0-3-06 I8:0<-0,04-12� Loetling (psQ Spacing 2-0-0 C51 DEFL In (loc) Iltletl L/tl PLqTE3 GRIP TCLL(mof� 42.0 PiateGnpDOL 1.15 TC 079 Vert(LL) -0.53 10-12 >719 240 MTIBMS 197/144 Snow(Ps/Pg) 41.6I60.0 WmberDO� t.15 BC 0.86 Vetl�CT) -0.80 10-12 �479 180 Mt20 197/144 TGDL t0.0 RepStresslncr YES WB Od8 Morz(CT) 0.1fi e nla Na BCLL 0.0' Cotle IRC2018/TPI2014 Mahix-MR BWL 10.0 Weig�t:1161b FT=15% LUMBER BRACING TOP CHORO 2xd SPF 1650F 15E'ExcepP T22x4 SPF No2 TOP CHORD SlmcWral woad s�ealhing direcfly applietl o�2-2-0 oc putlins. BOT CHORD 2x4 SPF 2100F 1 BE BOT CHORD i ia ceilin tlirectl a� lietl ar 10-0-0 oc bracin . WE05 2x6 SPF No2 MiTek recommends��a�Slabilize�s anE require0 cross bracing Oe NEACTIONS (Iblsize) 2=2177/0.3-8.(min.0-2-13�,8=29�I0-3-$(min.0-2-10) ins�alle0 Ouring[mss erection,in accortlance wilh Sfa�ilrzer Max Honz 2=-]4(LG 15) Ins�allation guide. Max Upllfl 2=154(LG 10).8=154(LC 11) Max Grav 2=2208(LC 21).8=2208(LC 22) FORCES (I�)-Max.Comp/Max.Ten.-All forces 250(IE)or less ezcep�when s�own. TOPCMORD 2-23=-51W/343.3-23=-5103I357.9-21=A256/P1.4-21=-Oi5Bl2B0,4d4=-0284I322.5-24=315&334.525=-0158/336. 6-25=3284/322.622=-0158I2B0,]-22=d25612]1.]-26=-51�3I357.Bd6=-51WI303 BOTCHORD 2-12=-P61IC792.12-19=-116/2952.11-19=-114R952.1Y20=-116/2952.10-10=-114I2952.8-10=-261/4792 WEBS 4-12=-787I13�.5-12=-81/1829.312=-90&148,5-10=-81/1829.6-10=-7871131.7-10=-908/148 JOINTSTRESSINDEX 2=0.83.3=0.84.4=0.51.5=078,fi=0.51,7=�.84.8=0.83.10=075.11=0.87 anC 12=0.75 NOiES 1� Un�alanccd mof live loads have been consldered br ihis Cesign. 2) Wlna:ASCE 7-ifi:Vutl=1 t5mp�(3-sewnE gusl7 Vas0=91mph;TC�L=42pst BCDL=6.Opsf:�=25tt'.Cal II:Exp 0;Endosetl�,MWFRS(envelope)e�teriar zone antl G-C Ex�etlor(2E)-2-0-0�0 1-2L.Inlerior(1)1-2-fi�0 12-940,Ex�erior(2R)12-9-0D l0 19-2-6,In�erior(1)19d-6�0 30-&10,Ezterior(2EJ 30-9-t010 34-0-0 zone�,wn�ilever IeM1 and rig�t ezposetl:entl vertiral left antl right exposetl:GC for memEers antl(orces&MWFRS br reactions s�own:LumGer�OL=1.60 plate gtlp DOL=7.60 3) TCLL ASCE]-16:Pr-42.0 psf(roof LL Lum DOL=1.15 Plate DOL=1.15);Pg=600 psq Ps=41.6 psf(Lum DOL=1.15 Plate OOL=1.15);Is=1.0',Roug�Cat 8:Fulry Exp.'. Ce=0.9:Cs=1.00:Ct=1.10 4) Root tlesign snow load has�een�e0uced fo accoun�tor slope. 5) UnEalanced snow loatls have been wnsitleretl for this design. 6) Thls tmss haz Deen tlesigne0 br greater of min root live loatl of 12.0 psf or 1.00 Hmes fiat roof loatl of 41.6 psf on overoangs nonconcurrenl wtt�ot�er live loatls. 7) All plates are MT20 pla�es unless o�herWse intllcateC. 8) This Imss�as Oeen desgneE tor a 10.0 psf�oflom cho�tl Ilve loatl nonconcurtent wiCi any o��er live loads. 9) 'This Imss�as been tlesig�u0 for a Ilve load af 20.Op5f on(he bottom c�o�0 In all areas where a rec�angle 3-06-00 tall by 2-00-00 wiae will Ol between��e Ootlom cM1o�E ana any other memDers.wilh BCDL=10.Opsf. 10) ProviEe mec�aniwl connection(�y ot�ers)of Vuss to bearing pla�e capable ol wlNs�antling 1541b ud�ft at jolnt 8 and 154 I�uplitt at loint 2. 11) This�mss is tlesigned in acmrEance wi��t�e 20181n�emational Resitlenlial Gode sections R50P.11.1 and R802.102 antl re/erence0 s�antlartl AN51/TPI 1. LOAD CASE�S) Stanaam