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HomeMy WebLinkAbout014-942-34-4413-SAN-2024-032 ��\'\V.1\II`I C�)1111 Ly � -`%�� -., Depxrhnent of Safety ;'� ; . . ,Cja�,.r G(' = ; DS , = & Profess�onal Services, - --`f�- � � � - Sanitary Pcrmit Numbcr(to bc tillcd in hy( ,,,�` PS Industiy Services Division � 5 I -� 3 r .s .� � ��<;:�c:a,.� ------- — —_ — --- ` -- ___ —___ -- __ _ _ Sanitaiy Permit Application �'`'`` ''`"„""`°"�`"°,�" � ���� � �---_ �.� In accordance with SPS 383.21(2),1�1�is.Adm.('ode,submission of this form to Ihe appropriatc governmental unii � is reyuired prior to obtaining a sanilaiy permit. Note:Application fottns for state-o�vned YOW fS are subroitted to Project Address(�f dilicrcnt than mailing addi�ss) - the Department otSafery and Professional Services.Personal inlonnation you providc may be used for secondary pmposcs in accordance with thc Privacy I.aw,s. I 5.04(I)(m),Slats. /�w�� �n( I.Application infm�tnation-Please Print All Information G — ------ — __-- - - ___ Propciiy O�vncr's Name �P�iQ l� -Fi re � Parccl It �ose-pti. � C,�,.se �ace1�_ `���-�1y viy- 9ya - 3y-yyl3 — --- __- _--- -- ---------___ --- Propeity Ownci's Mailing Address -.— - Property I.ocation ► a 7�lo N c d�� ,,.� r u N �-r s .�,��- City,State '7..ip Code Phone Number 1-�a war c� i W Z 5`I S`i 3 __5E ��,5�__��, s�������, _3y II.Type of Building(check all that a�ply) I.ot tt - -------- -� �J) � It U 9 F=er -- --- — �I or 2 Pamily D�velling.-Number af Bedrooms � �y Subdivision Name I31ock;1 -- �— ❑Public/Commercial-Describe Usc _-- __- �City of _..--- -...— ----- ❑S��le f)wned-Describc t)se ---- - --------- CSM Numbcr ❑Villageof ---- _ csr, � a�a ��,��,�� L�_n�Q�±- - �o►. a p . �8 _ _ III.Type of POWTS Permit:(Check either"New"or"Replacement"and other applicable on line A. Check one boz on line 13.Complete line C if a�licable.) A �New S stem ---- ------- -- y ❑ Replacement Syslem ❑ Oiher Modification to Exisling System(cxplain) ❑ Additional Prelreatment Unit(expllin) �. ❑ Holding Tank �,In-Ground W� ❑ At-Gradc ❑ Mound ❑ Individual Sitc Dcsi n g C� Otlier'l ypc(c�plain) (conventional)L;�} �'• ❑ Renewal Before ❑ Change of Ph�mbcr List Previous Pennit Number and Date Issucd U Rc��ision �._� �I�ransfer to Nc���O��mcr Expiration IV.Dispersal/Treatment Area and Tanl<Information: �dp:�� �a,�,�. �•� � �} x S��} Ce 1 ) Design Plow(gpd) Design Soil Application Rate(gpd/sf) Dispersal Arca Rcyuired(sf) Dispersal Area Proposed(s� Syitem llevation y - �. o / a . o yso/ aas'" y75/3a5 9a. so Capacity in 7'otal #of Manufachu�cr 'fank Inforniation Gallons Gallons Units ` o 'D � GO M Q� Ncw Tanks Existing Tanks `��° o � � � A _ � m n. U in h in ti C7 0.. Scptic oc Holding Tank ���� ��� � � Dosing Chambcr ��u ^ `�� V.Responsibility Statement- 1,the undcrsigned,assume responxibility for inst111�tion of the PONTS shown on thc attached plans. Plwnbcr's Namc(Print) Plumbcr's Si�uatur MP/MPRS Number [3usiness Phone Number Gc.c�Id F�oen�+c 1 G �i'SOI I1 7/S-S53-113$ - - __- - - -- -- _ ---- - _ _- --_ Plumber's Address(Stree�,City,Statc,!ip Codc) 1 3 s oa w Fr��.�c l�� ta a ��� �.sa .�-ia Y 3 VI.C u ity/Department Use Only � lti�e ❑Disapproved Permit Fee Date Issucd Issuing Agcni Sign�ture !�'" O Owner Given Reason for Denial $ l�.°O �3 /y �a�i ��.GGX-f,e����ll� Conditions of Approval/Reasons�r�isapproval �� �� � � � j`l � I �� .:.a�.e_s.._31�_ a y � _ � ���� ����. � � FEB 2 9 2024 ..��k#__... l b��!�.. C S� 6`�-D �s� . �no:� sAw�ea courv-rY _._ ..__ .. ZONtNG ADMINiSTRATI Atlach�o complele plans for tl�e s�'slem and submil to Ihe Counl,l'only on paper nol Iesx U�an R V2 a I 1 inches in sire NO R�FUNDS AFTER st�n-G3�s�a.03�22) ISSIlE OF PERMIT � ��S GeoMat IN GROUND AND DOSING DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE All Water Treatment Systems To Be Removed From System Owner Info Project Name: Vacek-Ewig Ln Owner's Name: � Joseph&Casey Vacek Owner's Address: 12716N County Hwy T Unit 5 Hayward,WI 54843 Property Info Property Address: Ewig Ln Legal Description: SE SE S 34 T 42 N R 9 W Township Lenroot County: Sawyer Subdivision Name: - - - -_ -- Lot Number: 14 Block Number: CSM#: 262 Parcel I.D.Number: 014-942-344413 Plan Transaction No.: Index Pages Page 1 Index and title Page 9 Pump Curve Page 2 Data entry Page 10 Plot Plan Page 3 GeoMat dist.cell drawings&calculations Page 4 Lateral and cell cross section Page 5 Management&contingency Page 6 Maintenance&specifications Page 7 Tank cross sections Page S Distribution media Gerald Froemei License Number: 950111 Date: 02/27l24 � Phone Number: 715-558-1138 Signature i'•iy ` Gai_ `-� Designer Stamp: State of Wisconsin Approval Stamp: Designed Pursuant to the GeoMat In Gro�nd Component Manual April 2019 Version Page 1 of 10 in Ground and Dosing Distribution Component Design All Water Treatment Systems To Be Removed From System Site Information ____._._ .__._._ -__-------- R' Residential or Commercial Design N � ISD Required? ---______.__..,, ---_. _._ 300.001 Estimated Wastewater Flow (gpd) 1.50� Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 5.00 Site Slope (%) 92.00 Prop. System Elevation (ft) Sand & Native soil Contour 96.00 Depth to Limiting Factor (in) 1.00 In-situ Soil Application Rate (gpolft2) 93.90 Lowest Original Grade Ele. In System Area (ft) 95.10 Highest Original Grade Ele. In System Area (ft) 87.90 Limiting Factor Elevation (ft) 1.60 Depth Below Grade Distribution Cell Information 3.25 Celi Width (ft) �� Number of Cells 2.00� Dispersal Cell Design Loading Rate (gpd/ft2) I ___ _ 2; influent Wastewater Quality (1 or 2) Distribution Information � ----- -- Ei Center or End Manifold, Dist. Box or Drop Box ---.. _ - — - 2 �Number of Laterals System dosed� Y 425 Lateral Spacing (ft) 6.69 Forcemain Drainback (gal) Does the forcemain drain back? Y 0.50 Forcemain Filter Loss (ft) 2.00 Forcemain Diameter (in) 41.00� Forcemain Length (ft) 83.00 tnside Pump Tank Elevation {ft) 3.50 System Head (ft) x 1.3 9.77 Vertical Lift (ft) 1.39! Friction Loss (ft) 15.16 Total Dynamic Head (ft) 51.69 Minimum Dose Volume (gal) 25.00! System Demand (gpm) Manufacturer Information Treatment Tank Information Effluent Filter Information , 1000.00 Septic Tank Capacity (gal) �Lifetime Filter LLC �Filter Manufacturer Wieser Concrete Products, Inc. Manufacturer ILT 1/8 Filter Model Number Dose Tank Information GallonsAnch Calculator _ 602.82� Dose Tank Capacity (gal) 602.82� Total Tank Capacity (gal) -- __ - --- - - - ---__ 11.82 Dose Tank Volume (gal/in) 51.00 Total Working Liquid Depth (in) Wieser Concrete Products, Inc. Manufacturer 11.82 gal/in (enter result in cell DoseTankVolume) Project: Vacek - Ewig Ln Page 2 of 10 In Ground Plan View 2 c,�ll�ueoR/Iae R '♦ 00000000000000000000000000�� ••••••••••'•••000000000.' O O O O O O O O O O O O O O O O O O O O O O O O O O O O ,(� a� O O O O O O O O O •♦ O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O���O�O F✓��6.tL �O�O�O�O�O�O�O�O�O�. �♦�������������������U�������������������0�������������0�0� O O O O O O O O . . .. 0000000000000000000• 000000000000000000000000000,• OQO�ODODOQOQO�O�O�OpO00�O�p�p�p�p�pOpOpOpOpOpOpOpopopopOpOpOpOpOpOpOpOpOpO�O�O�o�O�O�ODO�OQO.� . O�O�O��O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�O�p�p�p�p�p�p�p�p�p�p�p�p�p�p�p�p�p�p�p�p�p�p�p�pOp���O�• O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O�OQOQOQO O O O O Calculations I 1 00 ft A 3.25 ft Basal Area Required 450 ft1 K 1 ft B 50 ft Basal Area Proposed 475 ft2 S 1.00 ft L 52 ft . W 9.50 ft Basal Area Calculation GeoMat Dispersal Celi Basal Area Calculation GPD Loading Rate GPD Loading Rate 450 1 gal/sq fUday 450 2.00 gal/sq fUday Total 450 ft2 Total 225 ftz Proposed 325 ft2 Number of Cells 2 GeoMat Width 3.25 ft Cell Length - 50.OG�ft Lineal Feet of GeoMat Required 69.2 Min Cell Length 34.6 ft Lineal Feet of GeoMat Proposed 100 Cell Spacing 1.00 ft NOTE:Min S dimension= 1' System Efevation 92 ft Limiting Factor 87.9 ft Separation 4.1 ft 2�Min =' � ,�.,; . ;:: , . Project: Vacek-Ewig Ln Page 3 of 10 End Connection Lateral Layout Diayram 000000000000 � 00000000000 � 0 b00000_00000000000000000000 �u��"o°o�o"�°o°o°o�o°o°o�o°o°o°o�o°o°o�'o�o°o°o�o°o � 0000000,0000000000000000 _ � o_�"00000`o"o � 00000 � 00000.�_oo_o - o.�.� o � 000000-000000-� 000_ uo � �, }_v_000000000000000000 000 � nOOC) OOOOOOOOO OC� OOOOOOOOOOn O-C� C� (� C) (� Ci (i C� C) QO C) �� C)�(7 0 0 Ci n C� O C� 0 (� O` O (� C� C) C� UU (� O (JC� �) U (J Ui>.C) C� C) UU_C> OU00 � O O O C>_O,O O O O O O (� ��_O C> r� C� O O O c� O O O C� O O.0 CnV,�� O�,O O�U U�O On) ��C�.O�O O O O O O O O '� OOU OOOOOOOOUOC) C) c> O-OOO,�(.,ipOOO-C c ,O�O�O�O�O��O�OvO 00�0�0 V�CinO����O�O�O��ii OGGUO� Hole spacing is every 12", 1/2"hole at 4&S O'clock,starting 4 O'clock 6"from end and 8 O'clock Holes at 12"irom end. 4"Perforated pipe may be used. Pipe Leneth=GeoMat Leng?h Laleral Spacing 425 (t Pfpe Diamefer _ 2.00 in Distribution Cell Cross Section Finished GraAc '�`+'� \`r `r � �PV'V' (-`;'.�,'.'�''•:,�•, ."�".'`. . �, .y�`•Hat►fiil....�'.�Y �LEYt� — ����, 12"-42 1.E�ft � :;: . , 2 in —► pipeDii.t ` ���i� `\�:.��; _�.'-�� e�bftC. . �� Pipe 1�^ — Top of geomat to be at or ��.'. - • � GFA MAT below original grade , � � � � � � 12'ASTM 33 S�� I � I , 1 � I � I � In6ltrative Surface - r- �NATI�%E.SOII�� - ���.����.��� J ^-�. Lin.itap,Factar 9fin y Observation Pipes ��� Pm6hed Ofde 4•1.�Di� 12"Min. 42"Max. swo Toi�¢I Plan e Rc6ar �13@. c�1.rY� �wu a - me� F rrejmiwi� _ 'i'�� �'�i� ' '�'�;�'�'�'�' '� , i���4��4�'i�i'i�i����� '����i��'���'�'r'�'�'�'i�i��r����'i'��i ;���i�1���1i���'� � � � � �i�i�ii���i�iii���i���i�����i���i�i�i� i�i��iii�i��i�iii�����i ��i���i ���wATER CL053I'COLI.AR B'Min Dta Rc' '�'�'�'r �'i'�'i'i'� �i�i�� �����i��'i�i���'�'i'� �'i'�'��i'i i'i'� ��'i'�'i i�i�'� � � ��'i'� i���� i�i�i ' i���� i���i�i;���i�������i��� � � ���i�� i�i i�� i�i�i�� i�i�i�i���i�� ��i'i �'i'i�i��'i i��,����� ��i�i�i�� ��i�i i�i, �'i'� ���������� � � � � i i�� ��i�� � � � � �� 2'ASTMG73uod.vduGoomT�� �� ��� ��� i���������i�i�ii����i�� ����� �1 �' 1i,i�;��i ���ii;;'i�iii�'�'�i�i i i i � � � � ����'i � � � � � i i�i�i�i�i�i'i � �i'i�i' � i � � i � i'i'r�i�i� i�� ���� i i'i'�'i�i�i'����i��� ����������������,��������I�I�I;I�I�I�I�I���I�I�I�I�I�I�I�I�'�t�1�1�1�1�I�1�I�1���I�I�1���1�1�I�1�1�1�1�� ��I�I�I�I�t�1�1�1�1�1�1�1 92 . '�' '�''� �'�'�', �'�' �'�'� �'�'� ���'�'� �'�'� Project: Vacek-Ewig Ln Page 4 of 10 Notes/Maintenance Requirements MANAGEMENT PLAN This private onsite wastewater(POWTS)has been designed,and is to be installed and maintained in accordance with SPS 383,Wis.Admin. Code,the in-Ground Soil Absorption Component Manual for Privale Onsite Wastewater Trealmenl Systems Version 2.0 SPS-10705-P (N.OV01)_ GeoMat in ground Component manual April 2079 Version. 1.This POWTS has been designed to accommodate a maximum daily flow of 45Q,7gAons of waslewater per day. The quality of intluent discharge into the POWTS treatment or dispersal component shall be equal to or less than all ot the following. A monthly average of 30 mg/L�ats,oil and grease A monthly average of 220 mg/L BOD5 A monthly average o(150 mglL TSS Wastewater shall not discharge to the POWTS in quantities or qualities ihat exceed these limits or ihat result in exceeding lhe enforcement standards and preveniative adion limits specified in ch.NR 140Tables 7&2 at a point o(standards application,except as provided in DSPS 383.03(4),Wis Admin.Code. 2.The owner of ihis POWTS is responsible for system operation and maintenance. 3.Defects or maifunctions identified during maintenance described above shall be repaired in conformance wilh SPS383 Wis.Admia Code, and the pertaining county Private Sewage Systems Ordinance. The user's manual,provided to the owner of the POWTS includes the names and felephone numbers of Ihe propedy licensed individuals to contad for such repairs. 5.No product for chemical or physical resloration or chemical or physical procedures for POWTS may be used unless approved by ihe Dept. of Commerce in accordance with SPS.384,Wis.Admin.Code. 6.If the POWTS is replaced,or its use discontinued,it shali be abandoned in accordance with SPS 383.33,Wis.Admin.Code. NOTES Two Effluent Filters to be installed where possible t to be installed in ST,and or 1 in pump tank in order to insure parlicle size less than or equal to 1/8". Filters should be cleaned once in sprinq,and once in fall.Also,strainers in sinks in the building shall 6e maintained,so that solids and(ats are minimized to flow into system. A minimum of 2 observation pipes per cell shall be ins�alled.These pipes shall be located approzimately at lhe end of each cell. The plumber,or county shali see to it that a copy of ihese plans inciuding this page,maintenance folder,and mainlenance agreemenl is given[o the homeowner. This system may contain a dose chamber. If a pump,floa[,eleclrical outage causes the dose tank to fill,!he homeowner should see to it that the eftluent level in lhe tank is brought down gradually and not all dosed to the system at once.One large dose could cause damage. Contact a pumper or your installer if this pmblem occurs. The homeowner is responsible for formulating a waler conservalion plan that will ensure the system is rarely overloaded. LE.spread laundry out over time,not 6 loads in 2 hours,while everybody showers,and uses the toilet,ETC. CONTINGENCY PLAN FOR COMPONENT FAILURE A.Septic Tank.Any struclural(ailure resulting in cracks or leaks in the tank must be corrected by replacement of the septic tank componenl. Leaks in ihe joints between manhole risers or covers shall be repaired by replacing faWty seals with approved materials to make joints water- �ight. B.Outlet Filter.The outlei filter shail be replaced or repaired when it is either no longer capable of preventing the discharge of particles larger than t!8 inch or when it has become permanently degraded by clogging so as to inleAere with lhe design flow out of ihe septic tank. C.Dosing chamber and pump.The dosing chamber shall be replaced if any structural failure is found.Leaks in joints between manhole risers or covers shali be repaired by replacing faulty seals wi�h approved malerials�o makejoints water-tight.The pump and controls shall be replaced when they are no longer capable of funclioning according to ihe design plan. D.Pressure Distribulion Piping.Padial ciogging of the distribution network may resWt in unduly long dosing cycles.The ends of the distribulion laterais may be exposed and the threaded end caps removed.The piping can be disconnecled on the outlel end of the pump. The distribution piping may ihen be back flushed to cleanse any accumulated matter from the piping.It is recommended that the dosing chamber then be pumped by a licensed plumber. E.Soil Absorption CeIL The discharge of sewage or wastewater to the ground surface is strictly prohibi�ed due to the human health hazard created by the effluent.All failures crealed by surface discharge shall immediately be reported to the appropriate county.The pump shall then be immediately disconnecled to prevent further discharge to the ground surface via the soil absorption ceIL The existing septic lank and dosing chamber shall be used as a temporary holding tank until the necessary repairs lo the soil absorption cell can be achieved.The replacement shall be initiated only after any necessary plan approvals have been oblained from ihe appropriate plan review authority and the required sanitary permit is obtained from ihe county. Project: Vacek-Ewig Ln Page 5 of 10 In Ground System Maintenance and Operation Specifications Service Provider's Name Gerald Froemel �I Phone (715) 558-1138 POWTS Regulalor's Name Sawyer County SPIA-Zoning Adminislralion ; Phone (715)634-8288 Svstem Flow and Load Parameters Design Flow-Peak 450 gpd Maximum Influent Particle Size 1!8 in Estimated Flow-Average 300 gpd Maximum BOD5 30 mg/L Septic Tank Capacity 1000 gal Maximum TSS 30 mg/L Soil Absorption Component Size 162.5 ft� Maximum FOG 10 mg/L Type ot Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL Service Freauencv Seplic and Pump Tank Inspect and/or service once eve 3 years Eftluen� Filter Inspect and dean as necessa at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test periodically Pressure System Laterals should be flushed and pressure tested every 3 ears In Ground Inspect for ponding and seepage once every 3 years ' — Miscellaneous Construction and Materials Standards 1. Observalion pipes are slolted and materials conform to Table SPS 384.30-1, have a watertighl cap and are secured in as shown in the GeoMat In Ground Component Manual Ver.April 2019. 2. Dispersal cell media conforms to GeoMat products approved for use wifh the GeoMal In Ground Component Manual Ver April 2019. Media is covered with an approved geotexlile fabric. 3. All gravity and pressure piping materials conform to fhe requirements in SPS 384,Wis.Adm. Code. 4. Scarification of basal area is accomplished with a rake or other tool. 5. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail ;�6-8"Diameter {< <-'>,'°`,' �-ocFimshcd ThreadedCleanout "�Lawn Sprmkler "�'��"�` �< i Grade � -����� Plug or 6a11 Valve o�Box ' � . � o<ic -; ��cn >��o� ri_o_ui1.��oi<< 'o�>_< � ��� - V2(ITIfI O1�OS@d q Lateral Ends at Lasi Orifice Whrre � , �`���;"�" ' �� ` Long Sweep 90 or Two �� �45 Degree Bends Same o�'���„� ; ;<<� Diameter as Lateral h'.�;.,a,o`<. �r�c i , ��{ ��rjlf,�hb� , , [:�4��u��jL�tiiL�l!`�_!t;'��_i!�I.��� il�lji'�' ,i�: � �.�i��i'.���= � Distribution Lateral � La[eral Cleanout � 92 Feel Project: Vacek-Ewig Ln Page 6 of 10 PAGE 7 OF io GRAVITY-DOSED SEPTIC / PUMP TANK SPECIFICATIONS 4"OVeNPipe (No Scale) >10/I fmm Building fleclnralmuslcomplywilh 12"Min.or 2A f�above COMM 1 fi and NEC 300 Esiablished Flood[levalion [x�end manhole riser as necessary. (typi�al) Wealherpmol Approved .lunclion Box Venl Cap NPProved Locking Manhole IMPORTANT: with Waming l abal Allached (�YPical) Anchar tank(s)as necessary --condui! pursuant to SPS 383.43(8)(g) 4"Min.or 2.0 tl above Eslablished Flood Flevaiion (typicalj �Airti9hl5eal ' Finished Grade � — Quick Disconnecl 18"Min. CAPACITIES @ ���82 gal/in o . : ' � t'vP'��J Depth(in) Volume (gal) e � � q 34.2 404.24 '�`�� We�P �APProvedJoinlswilh Nole APP�oved Pipe]fi mlo Liquid i sorec�w�e B 2.0 23.64 A qYPirap Depth '. Force Main � � Filter• [C] 4.8 56.74 Atarm � "`Install and mafntain pursuant g ' to manufacturer's instruclions. D 10.0 118.20 li o� *Pump Tank Liquid Level = 51 in I�— PUn'P ��TM E EVAT�ION = 83•$3 ft � ° INSIDE BOTTOM Force Main Diameter = 2 in c°"Ce`e ����k ELEVATION = $3.00 ft 3"Approved Bedding Malenal�enealh Tank Force Main Length = 4� ft Force Main Void Volume = 6•7 gal [C] Total Dose Volume (TDV) = 56.74 gal/dose � (�0.2X design flow+force main void volume) Vertical Lift = ��'�$ ft PUMP TANK: SEPTIC TANK(S): Volume = 6�2_$z gal Total Volume = 1000 ga� Wieser Concrete Inc Wieser Concrete Inc Manufacturer: Manufacturer(s): Pump Manufacturer: Liberty Install approved force main filter pursuant to Pump Model: 283 (SePauacnedpur�pr.ur�e.) manufacturer's instructions. Controls/Alarm Manufacturer: SJE Rhombus Filter Manufacturer: Simtech Controls/Alarm Model: PS Patrol FiiterModel: STF-1� Float switches containinq mercur�re prohibited. GeoMat Distribution Ceil Media Layout 3.25 Cell Width (ft) 2.63 Sidewall to Laterai (ft) Distribution Cell Cross-section Arrangements ._rr c c,�iT • __'^ r. t : �P t [• r� . n v.�r �J C. -T'r._7T'_'�Tfrr-r—r _�[7.p (i�� " tJ � � . OVI l� . � JOI.• L � ,_�� � � f O.ti-C. pr� ��i .�.i t r t C r V_li .� we.�..[�'uC � . _ . �. � ' ��L�(�.' . ,: - ;�n�r � � p �i � "_. " " .._ _ :�� - ,>�lr,�i Component Legend O Distribution Pipe GeoMat is covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout - Typical 325 Celi Width - A (ft) 50.00 Cell Length - B (ft) ; �:c3 o-zrr�o-t� o_c�-o-o-a-II-a � �so-�u-a'a�a-tszr_zTa-o O G O O O O O U O O O O O O O O O O O O O�U O O �� O O O U O O O O O V-O U 1 , o_��s�soc�ac>o �.�e��c����°�i��'�o�v'�o o^'�'��o o �c c�.o_c�,o�;o�c1n_o_o_c�,<�c>_c� c>;o,o-�_c' o o-0 9�0�o��,,otio�o��o o O o,o„i �,�_�'i ��_ � � > � i �� �. '_ _ u c. 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G o F E `' „ % ��� ` "i '->,�IPRs��,rr � P�qe ��o� �o 3/1/24,3:07 PM Real Property Listing Page Redl EStat2 Sawyer County Property Listing Property5tatus: Current Today's Date: 3/1/2024 Created On: 2/6/2007 7:5531 AM �Description Updated: 7/24/2023 � Ownership Updated: 7/24/2023 Tax ID: 18695 JOSEPH B&CASEY J VACEK HAYWARD WI PIN: 57-014-2-42-09-34-0 04-000-000130 Legacy PIN: 014992349413 Billing Address: Mailing Address: Map ID: .16.13 JOSEPM B&CASEY J VACEK JOSEPH B&CASEY J VACEK Municipality: (014)TOWN OF LENR00T 1U16N COUNTY HVJYT UNIT 5 12716N COUNTV HWY T UNIT 5 STR: 534 T42N R09W HAYWARD WI54843 HAYWARD WI54893 Description: PRT SESE LOT 14 CSM 2/68#262 Recorded Atres: 0.570 � Site Address ' indicates Private Road Cakulated Acres: 0.457 Lottery Claims: 0 � 1 First Dollar: No �J Property Assessment Updated: 9/26/2014 Waterbody: Nelson Lake 2024 Assessment Detail Zoning: (RRl)Resldential/Recreational One Code Acres Land Imp. ESN: 400 G1-RESIDENTIAL 0.570 45,900 0 � Tax Districts Updated: 2/6/2007 2-Year Comparison 2023 2024 Change 1 State of Wisconsin Land: 45,900 45,900 0.0% 57 Sawyer County Improved: 0 0 0.0% 014 Town of Lenroo[ Total: 45,900 45,900 0.0% 572478 Hayward Community School District 001700 Technical College ���Property History �• Recorded Documents Updated: SO/D/2022 N�q WARRANTY DEED Date Recorded: 10/29/2022 441964 CORRECTIONINSTRUMENT Date Remrded: 7/21/2020 425177 TRANSFER ON DEATH DEED Date Recorded: 6/9/2020 424273 WARRANTY DEED Date Recorded: 2/21/2003 308425 WARRANTY DEED Date Recorded: 10/11/1990 220739 CERTIFIED SURVEY MAP Date Re�orded: 5/1/1972 140140 https:l/tas.sawyercountygov.orglsystemlframes.asp?uname=Eric+Weilauer 1/1 � i` �� �` '�� � �' � :� � • Addresses �A � � ��y,� �� �,�����1�•� � a � 4 . � Parcels � � !-. J�L��`i. ,4�"M1.�. ��� R �.0 '',�' .". •. �f�. �,,, ' Parcel Numbers � r; � ..'y�, �''� j 1 Towns ,. , .. � .����� � ... .�tiF ��.:,i. .,� . ��"". �• _`_ � County Ouqines . �r � - � - �f . �! ,�" �r��' :J'°�� �� '' ��, *� k ' i ; �1 ', s" +� Local and Olher Roads ,++4�,�: �� " .�� `,.. ,. . ,-y��'.�� ; � � � � _.. CITY STREET � s � �. ����,� ,�,� .�,� N't'Cl��[� �r��` '4i{'' ',�i� COUNTV HWY �f`Y '"' '�'nwk P-y ' .., +F4�"e��t . b. � :. a " ±i _-01 '- ��i � � � r � ,H . �jh '�' i�� �k a�'� � .a }�{�• , . *� .., �#"i,��,� ��' �' ' � ��lt:i� s `�' +f�"� ��:.��• �� 4�„�.�t�,.�, PRIVATEACCESS Y i;,N. � � r: ��_ '�. '" '�� ��� ' ����.:� �+t A`�.cgs �i �1�_ �. � ti -�• . r�,`'#� � STATE HWY .�;y•'!�_� ,� � �'h'�'�°`'��""'�-�� ... �� �. i y�. "`�,�, .,+.�'.*A• . ..4 _ :"� �_ . ��.s ��+_y,+.. . � ' .'�� TOWN ROAD _��������, � � �� e. � � y�j�y!y�'� ti�� .;�. ��: 4 .�''� -'q� � s US HWY �. `� � ' - ��-� � 4 � y . . A . � � � .0 � �! "`w - � . +,;. � � '.k� �: . „��,m � �y:�, - . 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