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HomeMy WebLinkAbout024-741-31-2304-SAN-2023-270 ��, '°:"'`= ` In�ustry Services Division Ca�Y � ?=`--`'-,>�- ��� = �8^_2 Madison Yards Way ,fky� � � ,s;�\a5 = Madison,V1'I�3705 Sanitary Pcrmit�umbcr(to bc fi?Icd in b�� ; �S . P.O.Box?162 � �`%_�--�'—_"��.. �4adison,WI 5707-7162 tC 5 � ls��'�'�`� :r� `,,,s;•--- , Sanitary Permit Application 5tatcTransactionl�umbcr � [n accordance�tiith SPS 333_21(2),\Vis_Ad�Code,submission oi this form to the appropriate governmental imit —� 0 is rcquired p:ior to obtaining a s�nitary permi�Note:Applicatien forms for state-owneci P01�'TS are submitted W Project r�ddress(if diII'ennt lh:m mailir.n addre�} ehe De��anmcnt o(S�fct}•aud Prof�sional Scn�ic:s.Pcisonal information you pro�•x!c may be vscd for secondary purposes in:tccordancc ti�ith thc Privacy Law,s.15.04(1}(m),Slats. I.Application Inforfnation-Plcase=Rrint All.�nformation - / l,/ n/ �,.� Propcm�O�vnc%�\a�ne Pancl� f TC `P,3 l��/�e f e-✓t SN L Ga o Proacrty On•n�r's:�Iailin�Address Proper[v Locaiion 7 ` ` ��F�pG w f r��at Cin�,Sfate `Lip Codc Prtcae\uinber ,f W �;, .tl U/ , Sectiim� e L• ! II_7'ype of Buitding(checi:aIY thatappTy) La�;� T / ti R L•ur 7 �! or 2 Fainily D�ccllino-i�'umber ofBedrooms � Subdivision l�amc Block= '�^ ❑PubliclCa.imzrcial-Dcscribe Lisc �.� ❑City�f __ ❑Stzte C'iw�n�ci-Dcx:ibe Use CS4t\cambcr �illage of �-- �Toim of R�9un/d GQkP �__, III.Typc of PO�V'TS Permit_(Cheek cither"Piew"or``RePIacement"and uttier applicable on line,� �:Clieck one_Uo�:on lirie B_G�mplete •ine C if a (ical�le.) _ a� e«System �❑Re lacemcri S stcm ther\4odification ti E�isting S 5[em ex lain Addirionat P;ecrca:menc Unic �� 'uir. � P Y � } � P ) ❑ t' P�" ) � B� i❑Heidir���7'ank �In-Ground ��t-Grde �❑tifound 2ndividual Site Dcsiem nOiher T�7��(ex�lain) (convcntional) j � C. ❑t2cne«•al Be�or !❑Rcvision ❑Ghange o(Piumbcr �I'ransfer to New Ocvner List Pre�•ious P::m�it\��.-:md➢ate Isst�cct Ez�i��tit�a • { P:DFspersal/I'rcatment Area_and Tank;Informa[iqn:: � _ " _ ': = ,� -;=_ � llesi�m Fta.�•t��) i Dr.i�n�oil tp�lication Rate(gpd's!1 Dispe:sal rLrea Recuired(s� Dispersal Area Progosed(s� System Ele�ation 30o j . 7 .� � ys'o .. 9 .,?' Capaciry in # Total =�f Manufacturcr ^ � � ' Tank[nfo�natiun Gallons Gallons i'nits � � � � � � ' , � t \cw�Ta:t�:_i L•xistingTanks j o � `� � c�i .n � � � � � ^. il v: s :r. 2 i� 1 Scpvc Noldin,Tan}: x I 1 �� �' 1 �O � f Desing Ciiambc; � I� � � i � } V.ReS�onslbilih'Statement-I,the undersigned,assumc responsibility fur in�i.i[lation of the POW7"S sho�vn on thc attachcd ptans,- Plur.�be;'s\am�i;Pnnt) i Piumber's Signaturz I�• rtiiPRS tTumbcr 13usiness Phone\umber // t �71�(�Ce IlI t,d ` 0 7�„S- '�1 Plumbc.'s eldclress fStrcct,Cih•.$tstc,Zip Code) l 7Y.r/ 1 X�✓ yo � �'L Co n •IDepartmc�it Usc Only = " � �O Permi:Fce Datc Issued Issuino Agent Si�aturc Ap e ! C Di�s,:proved , ��_/ � do �b[�t �� 3 �-t-��'-����'L��Zkt<zx:.� '"v � ,O�tii�cr Gi��en Rc:uon for Dcnial ��• Conditions oF.�lpproval?Reasons forDisapproval ,�..._, *---- `' ,-.�sr.�r�� �, i, �, ; � � �� � � 1/F f'� �> >,f ' °L ,�,, _ `! 2_—t��_ � ��� � , . I 0 `t � �.._-__.___.. '� r�� ��,�-�� ��_��_.�_.�3 � � r�5 OCT 0 9 ZU23 � c� �3 - � � � ; .�----_ z ��t S SAWY�R CCJ'a�,���;r r M�i�11S i�=cr�T�0�1 Attsch ro compleDe p(aps Cnr the s�seem and mhmit to the Counh•onYy oa paper�[kss ttun 8 V2 z i1�inches in uu � 3����1� ssD-s39s tx_o�n_�a N� �:Ft1tv��A�T�R f��,��C?F F'�ni�l-i ,�t�,�t+i.���, , Department of Safety and Professional Services ��-: ,/, Division of Industry Services ' r� � `'�` Plumbing Product Review �='��� � — 4822 Madison Yards Way �4. ��P P.O.Box7162 't� t� S Madison,Wisconsin 53707-7162 �`".p����_ ��'�� Phone 608-266-2112 :__ Web htt : d�s.wi cv Email dsps@wisconsin.gov Governor Tony Evers Dan Hereth,Secretary Designee TTY:Contad Through Relay May 31, 202� Dept. of Safety and Professional Services Bureau of Technical Services Division of Industry Services Brad Johnson-Section Chief 4822 Madison Yards Way Madison WI 53705 Re: Descriptiori: POWTS Component Manual Manufacturer: Dept.of Safety and Professional Services Product Name: In-Ground Soil Absorption Component Manuat for Private Onsite Wastewater Treatment Systems Version 21(May 2022-2027) Model Number(s): v. 2.1 eSLA PT�No.: PP-051700077-PTOVPCR The specifications and/or plans for this plumbing product have been reviewed and determined to comply with chapters SPS 382 through 384,Wisconsin Administrative Code,and Chapters 145 and 160,Wisconsin Statutes. The Department hereby issues an approval based on the Wisconsin Statutes and the Wisconsin Administrative Code. This approval is valid until the end of May 2027. This approval is contingent upon compliance with the following stipulation(s): 1. A copy of this approval letter shall be submitted with all plans using the In-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems Version 2.1(May 2022-2027j. Plans submitted without a copy of this approval letter may be denied. 2. rhis approval recognizes that POWTS systems designed, installed and maintained in accordance with this manual will provide treatment and dispersal of domestic wastewater that is acceptable in the context of ch.383 Wis.Adm.Code. 3. Systems installed in accordance with this POWTS Component Manual shall use leaching chambers that conform to ch. 384 Wfs.Adm. Code. 4. 5ystems installed in accordance with this POWTS Component Manual shall be installed, maintained and used in strict accordance with the manufacturer's published instructions,Chapters 381-386 Wis_Adm.Code and this product approval. If there is a conflict between the manufacturer's instructions and the Wis.Adm.Code or this Plumbing Product Approval,then the Wis.Adm.Code and this Plumbfng Product Approvaf shall take precedence. 5. Complete operation and maintenance instructions POWTS systems designed in accordance with this manual shall be provided to each system owner and remain onsite. 6. Systems designed in accordance with this manual shall be installed by persons holding the proper license or registration in accordance with Wis.Stats.§ 145. 7. Drain,waste and vent piping used to install these systems shall conform to s.SPS 38430(1j,(2)and(3)Wis.Adm. Code. �� Dept.of Safety and Professional Services May 31,2022 Page 2 of 2 eSLA PTO No.:PP-051700077-0TOVPCR 8. Cleanouts shall be installed in drein piping associated with the installation of these systems in accordance wi[h s.SPS 38235 Wis.Adm.Code. 9. Commercial food processing,food production,fnod service,restaurants,[avems and similar establishments which may generate greases,fats,oils or similar substances;shall have state-approved grease interceptors installed upstream of POWTS systems designed in accordance with this manual in accordance with s.SPS 382.34 W is.Adm. Code. 10. DSPS POWTS plan approval shall be obtained from the departmenYs Private Sewage Section,or the appropriate agent munry,for: a. each fnstallation of POWTS systems designed in accordance with this manual;and b. high-strength and/or commercial POWTS systems designed in accordance with this manual. ll. a sanitary permit shall be obtained,in accordance with s.SPS 383.21 Wis.Adm.Code,from the county,or other local authority having jurisdiction,for each proposed installation of systems designed in accordance with this manual. 12. A complete and acceptable soil evaluation report,conforming to s.SPS 355.40 Wis.Adm.Code,shall be performed tor all proposed syrtems designed in a¢ordance wfth this manual. Technical notations: � a. This approval supersedes the approval issued May 9,20ll under product file no.20170147. The departmen�is in no way endorsing this component manual or any advertising and is not responsible for any situation which may result from lts use. Sincerely, Brad lohnson—Sedion Chief Department of Safety and Professional Services Bureau of Technical Services Division of industry Services Phone: 920 492�5605 Email:5�z_uley_iqhnsonCv W isconsin.gov Steffes Investment Inc Properiy Owners Name 12139W Cty Hwy B Property Address 24741312304 Tax Parcel Number Sawyer County Prt Frac SW-NW Legal Description 31 Section 41 N Town 7W Range Page Index 1 Property Information 2 Data Entry 3 Plot Plan 4 Drainfield Cross-Section 5 Tank Information 6 Maintenance Plan 7 Contingency Plan Bruce Vitcenda Plumber's Name Plumber's Signature M.P. 220498 Plumber's License Number 715-943-2382 Plumber's Phone Number 10/4/23 Date SdD ' In7a,s-P v� .t� � Page 1 of 7 n- roun o� sorpfion - - Component Manual Used Version 2.1 2 Number of Bedrooms 0 Percent Slope (%) 119 Depth to Soil Limiting Factor (in.) 0.7 In Situ soil application rate 200 Estimated Wastewater Flow (gpd) 300 Design Wastewater Flow (gpd) 1 Number of System Elevations 93.2 Proposed System Elevation#1 - Proposed System Elevation #2 - Proposed System Elevation#3 96.5 Original Grade#1 96.5 Finished Grade#1 - Original Grade#2 - Finished Grade#2 - Original Grade#3 Finished Grade#3 Skaw 800 Septic Tank Orenco 8" Biotube Effluent Filter BioDiffuser ARC 36 Chamber Type 13 Height of Chamber(in.) 25 sq.ft. per chamber(ESIA) 4.5 sq.ft. per pair of end caps (EISA) 5 laying length of chamber(ft.) 1.17 length of endcap(ft.) 33.75 Chamber width(in.) 3 Rows of Chambers 3 Distance Between Cells (ft.) 6 Number of chambers in first row 6 Number of chambers in second row 6 Number of chambers in third row 18 Proposed Number of Chambers Used 428.6 Minimum Distribution Cell Area Required (sq.ft.) 463.5 Distribution Cel1 Area Proposed (sq.ft.) Page 2 of 7 ����r 0/vmbe� srefFc,ruo�srmr.N ru �y6j�� c 13Rutcu,'r�e� ti4Q`e Y o,iJW4r IN7y,✓s� �4 j f[.JHiil ��eln.,d,1Wtyy�f . n .yj-.t�y=M./.Raoyqy l�e� JIW 17139w a't- � � 3LS't- I Prr.F�tc� sw.-,vW f )� � r• v�N A, ��, I 7oM�'��lY7Yi,7/tloy � � Rou�d� fui��r�:ve, 3n�o�.o� c �; o.o'/c''eix.r � ( °��R�a�o,, � 31 4L.s� 3z96.f� � I � .B3 j4`�' ° 0� d fk4W 9 a � H ( ar��6 J �%<e�;� � R•}c� �F;i��� � � N pPc��,/��a���.�o�q Bx F;�tcr ' bn I �,o W�fY:,b.��f � - - - -s`�� — - -� ��uSe.✓o/idktr + `� °J4i re � )Oe'I' 70`7 CYose Section of a Three Cell Ingiound Component Using Leaching Chambers Finished Grade - � Original Grade - �������� TopofChamber #VALUE! / ` System Elevation - Finished Grade 96.5 f \ Slope 0°k Par � � �— ___ Finished Grade 0.00 � �3 Feet JFi.50 Original Grade ��,��j �1,; �.;sj`:�� 94.28 Top of Chamber • `.. '�� y y.,✓ Original Grade - ....... ....... . ..",� :�,% � � Y." �. ; 1 ; . ':'� Top of Chamber#VALUE! ✓ r ' r' S stem Elevation - 93.20 System Elevatan y����"�.�••/��.�._.�.�.��y ' " ' - ........... Y .1• 4 •��Y��y,1Y��IVt� , �� TT •I , � , •I.�fnflpfi�. .. •.1 OMRv�1i�lVat pips b be ma�Ycmd md E�pd w11h qipo�ed m�Isl�b�a(PoC p�6L91r Wt Dia rams Not To Scale 32.34 feet � - - --- - ---- __ n /� • �.�, .. wr��t v�.. � � v�. -, ��- Q -, � �' C ,� i , - `a., �`,qa ;::r�:�..�.�..�c-- , ;� � ', t 32.34 feet -- _ � � , ; �� O . t — �y �`AG., A� �� " . 1 3 feet ' -_ � < ; J between cells . .j \ _ -- _r'1 , � �� � � � � � � � , : -, �, �������� �., , _ _ _ _ _ - 32.34 feet � bservation!Vent Pipes to be located at the ends of the distribution cells. Page 4 of 7 '.5'nFNING GEATrI I.I::( OC�Ln 7..�.n - c IS ENTERED WITHOUT PROPER � � ' -K°w '-^o � e EOUIPMENT i O � � � � i i i � o I I 1 � I � I � 1 � 1 � I � 1 � � 61.00" I i i TOP VIEW OF MANHOLE COVER ' �i i i � 1 � 1 � � I 1 � 3.00 I�__________'__"__'__""______'' 4���� � OUTLET END VIEW OF TANK 7.0o zzoo L Z�� Z� 500 � � _J_ � 16.00 �1.00 �� �� OUTLET INLET 4I.00 9.00 P rrt�g.0 � �•viza sFu umcc* aa¢.nsnwco ._ . .___________________.._______'_________."__.__..____ ________' .. wd vaao 18.00 �2.00 � BAFFLE FILTER 40.Do 1 S� I �3.00 SECTION VIEW OF TANK & COVER PAGE: 1 OF 2 MODEL NUMBER: B00 S KAW P R E-C A S T pHONE: (7l5) 987-2277 APPROVED FOR: SEPT10. SIPHON, HOLDING, OR PUMP TOLL FREE: 1-800-924-8825 28255 lO5th 57REET, NEW AUHURN HOME PHONE: (715) 987-2905 AEIGHT INLET DIM. OUTLET DIM. L18• DEPTH CAL. / IN. MAX. CAP. WISCONSIN 54757 FAX: (715) 987-2707 (SHOP) � FAX: (715) 987-2708 (HOME) 7,830 LBS. 45" 43" 40" 20.12 805 GAL. Steffeslnvestmentinc 12139W C H B 2.47E+70 Number of Bedrooms 2 Septic Tank Skaw 800 ESti1Y18i2d FIOw(average)gallons/day 200 Efftuent Filter Orenco 8" Biotube DBSi9f1 FIOW(peak),(Estimated x 1.5)gal/day 300 Soil A lication Rate al/da lft� 0.7 Influent/Effluent Quali Monthl Average PRINT PAGE Fats, Oil &Grease FOG 30 mg/L Biochemical Ox gen Demand BOD,) 220 mg/L Total Suspended Solids (TSS) 150 mglL !!NOTEi! Servicing frequency of 12 months or less requires the Management Plan be recorded with the Register of Deeds. Maintenance Schedule Service Event Service Frequency Inspect condition of tank(s) At least once every 3 Year(s) Pum out contents of tank s) When combined slud e and scum = 1/3 of tank volume Inspect dispersal cell(s) At least once every 3 Year(s) Clean effluent filter At least once every 3 Year(s) Maintenance Instructions Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications:Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer, Septage Servicing Operator. Tank inspection must include a visual inspection of the tank(s)to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any backup or ponding of effluent on the ground surface. The dispersal cell(s)shali be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surtace. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals 1l3 or more of the tank volume, the entire contents of the tank shail be removed by a Septage Servicing Operator and disposed of in accordance with ch. NR 113, Wisconsin Administrative Code. A service report shall be provided to the Sawyer County Zoning Dept within 30 days of any service event. SWrt-Up and Ooeration For new construction, prior to use of the POWTS check treatment tank(s)for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank removed by a licensed Septage Service Operator. System start-up shall not occur when soii conditions are frozen at the infiltrative surface. Page 6 of 7 Do not drive or park vehicles over tanks and dispersal celis. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics, baby wipes, cigarette butts, condoms,cotton swabs, degreasers, dental floss, diapers, disinfectants, fat, foundation drain (sump pump)water, gasoline, grease, oil, painting products, pesticides, sandary napkins, tampons, and water softener brine. Abandonment When the POWTS fails and/or is pertnanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with Wisconsin Administrative Code SPS 383.33; -All piping to tanks and pits shall be disconneded and the abandoned pipe openings sealed. -The contents of all tanks and pds shall be removed and properly disposed of by a Septage Servicing Operator. -After pumping, atl tanks and pds shall be excavated and removed or their covers removed and the voidspace filled wdh soil, gravel or another inert solid material. Continaencv Plan If the POWTS fails and cannot be repaired the following measurers have been, or must be taken to provide a code compliant replacement system: (Check One) dThe sde has not been evaluated to identify a sudable replacement area. Upon failure of the POWTS a soil and sde evaluation shall be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed to replace the failed POWTS. �A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should no be infringed upon by required setbacks from existing and proposed structures, lot lines and wells. Failure to protect the replacements area will resutt in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply wdh the rules in effect at that time. � A suitable replacement area is not available due to setback and/or soil limitations. A holding tank may be installed to replace the failed POWTS. ��WARNING!! Septic, pump and other treatment tanks may contain lethal gasses and/or insufficient oxygen. Do not enter a septic, pump or other treatment tank under any circumstances. Death may resutt. Rescue of a person from the interior of a tank may be drfficult or impossible. POWTS Instalier Septic Pumper Name Bruce Vitcenda Name Northwest Sanitary Phone# 715-943-2382 Phone# 715-943-2650 POWTS Maintainer Local Regulatory Authority Name Northwest Sanitary Agency Sawyer County Zoning Phone# 715-943-2650 Phone# 715�34-8288 7of7 . ' SQt� � ''Q�1 �� S'� 2�� t�wn-�r: S�L.�s�.vue,�f.,,i.�fs S.v c. Soi i �'C,ster:`,QPvct G/i�iP�d� �ystern ��c�r��ia�; y � � ,___ �.o� Rate: . 7 cys��, t'{a;�gP: rc 97 — .�:..._ 9 __�...""' 6 � � � z _....�..... . . 9� , _ , .... � ' _ .. . - . 46 .... �s • �/i c . ...... �s �/i c __, . 93• 4 ' � JL •6/I� .� _. _ . . 9G.o' , - 9G •o ' .:: .... !� . 6/�,0 _. �f � � . . . .. . y✓r . ...... �/� _ ..f _ �f � �//• 6 ....._ _:_... _._.._�' .. _..... , ...... .... .... _. .. ...... ... . .. ..... _.. . .._ 9Y.y� yy ... �N.r , qy.r' - . . _�s � 7 /6 - - - � ...... _ .$.... . . - �hs • 7/I.` _..�.._.. ,r►J , 7//, � 9 -. .. _ .._. . 3 .�..._. ..._. q � , q � . .._.:. _ . . ' .._ _ ,_. . 9z .... :::- . �_ _ _ . . �- �: �. . . __. ... . - 9Z . o . , . - �-- � __ , _ !. �` .. .. , __... _..,. _.. _..... j...... I - _.. 1 9 :::: �►/�r . �/�[ .�: :... � ' o ::��: _ _ . .._ m/cs . 7��� � fr� _- �... .. �►/� 5 , 7�f,` ._- , .... -- , . _ _ _ . - --+--- '_ _ � _ � _..... . ..�.. �... . , . � _. ;.o , � i ys ---�----- __.�.�.. 3,�, -� . . �.. . � ._. _ ;__.. _ _i.. _ _ , ... �� ,..... ---�. ._ ...... � .._ .. .. fr6.s'� _. ..... ��.s' �...... �6 --._1__.-- _ .. ... 8G 'c . ...._. - �... .. _ - -..... ' , --r--- .i. - . _ � .... �....�...... �__ - ----- ..l--- — - �-- __ ...._ � _ -,--._ �. . � � - _..�. .� _; . .. . , . � : : _ _. , _; -- ; , __..� .... ��� _�_� .� - �:_ Re�l �state Sawyer Counry Property Lisdng Property Status: Current �'oday's Date: 10/8/2023 Created On: 5/29/2008 9:13:03 AM :,��Descripdon Updated: 12/2s/2018 ;.��: Ownership Updated: 12/21/2018 _ ___....x _.__... .._._ .___.... . ._. .,_.�___ M ..._.__. _�,...--- .___. ...� _ _ ___ ___ _ _ 'I�ac ID. 39917 STEFFES INVESTMENTS NAPLES FL PIN: 57-024-2-41-0�-31-2 03-000- INC 000040 Legacy PIN: 024741312304 Billing Address: Mailing Address: Map TD: .7.4 ST'EFFES STEFFES Munici ali (024)TOWN OF ROUND INVESTMENTS INC INVESTMENTS INC P �' LAKE ATTN: ALLAN P ATTN: ALLAN P STR: S31 T41N R07W STEFFES STEFFES Description; PRT FRAC SWNW 7463 BYRONS WAY 7463 BYRONS WAY Recorded Acres: 24.590 NAPLES FL 34113 NAPLES FL "341]3 Lottery Claims: 0 First Dollar: No .�•. Site Address * indicates Private Road loning: (F-1) Forestry One 12139W COUNTY HWY B HAYWARD 54843 ESN: 404 ��: Property Assessment Updated: 7%1�/2019 �:�:�T�c Uistricts Updated: 5/29/2008 2023 Assessment Detail . ___. _ ._ _ __ _ 1 State of Wisconsin Code Acres Land Imp. 57 Sawyer Counry G5- 16.000 3,200 0 024 Town of Round Lake UNDEVELOPED Hayward Community School �6-PRODUCTIVE g.590 12,900 0 572478 FOREST District 001700 Technical College 2-Year Comparison 2022 2023 Change :�.; Recorded Documents Updated: 5/29/2008 Land: 16,100 16,100 0.0°/o __. . .... _. ___._. .. . .. .___.. ... _._ _ ... _ __ Improved: 0 0 0.0% ��. WA►ItRANTY DEED Total: 16,100 16,100 0.0% Date 403060 Recorded: 9/20/2016 .-�,>. WARRANTY DEED ,�;: Property History Date 268540 636/329 Parent Properties Tax ID Recorded: 6/16/1998 57-024-2-41-07-31-2 03-000- zG091 000010 _ , __ ===-- —- .. ::_-- ____.e.._ _�_.__:_ ._ _.::___..._�. _ . HISTORY � Expand All History_ White=Current Parcels Pink—Retired Parcels �.�. Tax ID: 26091 Pin: 57-0242-41-07-31-2 03-000-000010 Leg.Pin: 0247413123Q1 Map ID: .7.1 :3�3�§? �T'�iis �'�rc��� ,�..; 6'�a���t�t:�. �F. ; ��sl�€��aa��