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Home My WebLink About24-74STIME RECEIVED REMOTE CSID DURATION PAGES STATUS July 11, 2024 at 3:24:58 PM CDT 7157983470 36 1 Received JUL/11/2024/THU 02:09 PM Andry Rasmussen & So FAX No. 7157983470 P, 001/001 Request for Sanitary Inspection (Fax this form to Zoning Dept when you want an inspection — 373-0114) Note: Time Change Discrepancy � Other From Zoning rapt Phone Number Plumber: nSSc N Sc �T Fax Number Home Owner; 1 Df t 11( h l.� 0 SCk2 /< S�- a►d e1( Sanitary h Permit #: / f ( 0 7( Plumber's Choice Zoning Dept No ins ection during theses Date: 9:30 am —12:30 pm Tues, (Tracy) 1OK /� 9:30 am --12:30 pm Thurs. (Tracy) Plumber's Choice Zoning ng Dept Immediate Phone Number so ng Dept can call you right a ht back (if needed) OK (id) Township: `(1j�,rneS Address # & — Road Name: or B?/tus I LQQ( Wu Directions Comments: Reminder: You must confirm any changes) that have been made prior to this inspection will not be scheduled and vfl be sent voing a memo vi. i —� or J tha inspection. — — — _ --- -- --' — — Thank Yotli Pitt/nher must verily any ohX17 Jars) by fax 21 /] p !I]StL cuol1 wiMI [)8 sche ltll@CI "` �cpnnra,�yr ET Industry Services Division General Information Permit Holder's Name: Infnrmnfinn Private Onsite Wastewater Treatment Systems ( POWTS) Inspection Report (Attach to Permit) GOTTSCHALK, LORILYN J & REIN, STANLEY M 5156 NEWTON AVE S MINNEAPOLIS MN 55419 snthnnk tn• of: Sanitary Per No: State Plan Transaction ID#: Parcel Tax No: TYPE MANUFACTURER CAPACITY Prop. Line Well Building Air Intake Road Septic DOG N/A Dosing N/A Aeration N/A Holding Pump / Siphon Information ump Manufacturer Pump Model Demand GPM filter Manufacturer Filter Model TDH Lift Friction Loss Head Total Forcemain Length Dia Dist. To Well Dispersal Cell Information DIMENSIONS Width Len t 6 # of Cells SETBACK FROM Prof Building Well. O (� 0 Type of Cell hV&{. GI.4 L/�/',j Manufacturer. Model Number: Pretreatment Unit Manufacturer: Model Number. Distribution System Elevation Data STATION BS HI FS ELEV Benchmark 3 jj 3 103.'-13 Bldg. Sewer q'j as Tank Inlet 7, . qt0 . o Tank Outlet zcl `f5 .89 Dose Tank Inlet Dose Tank Bottom Inst. Contour Header!Manifold!f R Distribution Pipe Infiltrative Surface 93 Final Grade TD Q X Pressure Systems Only Header / Manifold Distribution Pipe(s) X Hole Size X Hole Observation Pipes Length _ Dia Length Dia _ Spac Spacing 0 Yes ❑ No Anil cnvar Depth Over Depth Over Depth of Seeded I Sodded Mulched Cell Center Cell Edges Topsoil 0 Yes 0 No ❑ Yes 0 No COMMENTS: (Include code discrepancies, persons present, etc.) / � �G�y�� (lie I�� /q`(/ / rnrn Tgtt /orp /7- rm S, Plan re ision re ed? ❑ Yes t)( No Use other side lot additional info' ion. % %' Date /9132/3 POWTS Inspector's Signature License Number .an_s71n rR nand Property Owner Information BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715) 373-0114 e-mail: zonina(Wbayfieldcountv.wi.gov Web Site: www.bayfieldcounty.wi.gov/147 GOTTSCHALK, LORILYN J & REIN, STANLEY M 5156 NEWTON AVE S MINNEAPOLIS MN 55419 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 As you know /�k.5Iq#S5 e Li c N was contracted by you to install a private onsite wastewater treatment system on your property described as: Notes: Abandonment of Old System to meet all applicable code requirements: • Tank was pumped by: C. Tank was crushed I removed and pipes disconnected by: on On at%3 )O (AM I ?the above -mentioned plumber contacted our office to conduct a pre -co er inspection as required under DSPS 383. One of the following applies: flSystem was inspected and appears to meet all applicable code requirements. ❑ System was inspected and appears to meet all applicable code requirements; however, a plan revision is necessary because the installation was substantially different than the original approval. ❑ System could not be inspected because plumber covered prior to scheduled time of inspection. ❑ System could not be inspected because plumber was not ready at scheduled time of inspection. County was unable to return to complete inspection. System could not be inspected because plumber was not ready at scheduled time of inspection. A re -inspection and $50 fee are required. ❑ System could not be inspected because County could not respond to plumber's time constraints Comments: U/forms/sanitaryproperlyown er-input April 2019 •S- 00363 Industry Services_ Division 4822 Madison dsX%! F II Madison, WI 70 lht7 County Ba eld S Permit Number (to be filled in by Co.) P.O. Box Madison, w 70�NN 1 4202 II ll `i —iqS Sanitary Permit Application ac, ; State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit _/f Project Address (if different than mailing address) is required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary 48745 Clearwater Rd. Barnes, WI purposes in accordance with the Privacy Law, s. 15.04(l)(m), Stats. 1. Application Information — Please Print All Information Property Owner's Name Parcel # Lorilyn Gottschalk Co -trustee & Stanley Rein Co -trustee 4194 Property Owner's Mailing Address Property Location 5156 Newton Ave. S Lot $ Govt. n City, State I Zip Code Phone Number Minneapolis, MN 55419 612-578-2752 1. G, Section 09 T 44 N R 09 E or�Ols' 1I. Type of Building (check all that apply) Lot# ❑✓ I or 2 Family Dwelling— Number of Bedrooms 3 19&20 Subdivision Name Clearwater Block # iIlPubtic/Commercial — Describe Use ❑City of Village of ❑State Owned — Describe Use CSM Number QTown of Barnes III. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C if a licable. A. New System Replacement System DOther Modification to Existing System(explain) ❑Additional Pretreatment Unit(explain) B. ❑Holding Tank ZIn-Ground lIAt-Grade Mound Individual Site Design Other Type (explain) (conventional) C.jj Renewal Before Revision ❑Change of Plumber Transfer to New Owner List Previous Permit Number and Date Issued Expiration NA IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) I Dispersal Area Required (at) I Dispersal Area Proposed (st I System Elevation 450 0.7 642 678 93.0 Capacity in Total # of Manufacturer u Tank Information Gallons Gallons Units m U $ u o a, New Tanks I Existing Tanks 0,Q Septic or Holding Tank 0 760 1 Superior Precast ✓ 0 Dosing Chamber LIII C V. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number Jason Kuettel 675751 715-798-3355 Plumber's Address (Street, City, State, Zip Code) PO Box 66 Cable, WI 54821 VI. County/Department Use Only Approved 0 Disapproved Permit Fee RiM Date Issued g Agent Signature j 0 Owner Given Reason for Denial Conditions of Approval/Reasons for Disapproval s€e, mod pw rF ou'4 Attach to complete plans far the system and submit to the County only on paper not less than 8 1/2 x 11 inches in size SBD-6398 (R. 02/22) ≤R-00078 W smnsln nePaNaent of Safety and Professional S.M.. gblsIon of Industry Services $nilS Soil Evaluation Report � in..num. On SPS"5, wis Adm code 6��/7/ } Lr Attach complete site plan on paper not less than 6'%a X 11 inches in size. Page: 7 oliil clan must include but not limited to: Vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, location and distance to nearest road. Please Print All Information Personal information you provide may be used for secondary purposes. (privacy Law,s.15.04(1)(m)). County: Bavfield Parcel I.D. 4194 view y: Date: Property Owner: Gottschalk Lorilyn J & Rein Stanley M Property Location y91%!�j! tsI S19,T44N,R09W Property Owners Mailing Address: 5156 Newton Ave S Lot: Block: 0 Subdivision Name or CSM # City Minneapolis State Zip Code MN 55419I Phone Number: Town Barnes INearest Road: Clearwater Road Number of Bedrooms: 3 Code derived design flow rate: E New (✓ Residential 450 fr Replacement i— Public or Commercial - Describe: Parent Material: Outwash Flood Plain if Applicable: 87 General Comments & Recommendations: System Elevation: 93 Load Rate: 0_7 Elevation Range 91.02 Boring #1 rBor.J7 At Ground surface Elev: Depth to Limiting Factor: 97.45 Ft. 120 In Soil Application Rate: Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/fta *Eff#1 Eff#2 1 0-12 7.5YR2,5/3 N/A SL 2MSBK MFR CS 3CO 0.6 1.0 2 12-30 7.5YR4/4 N/A LS 0SG ML CS 2M 0.7 1.6 3 30-120 7.5YR5/6 N/A MS 0SG ML N/A 1F 0.7 1.6 4 5 6 7 Boring # 2 !— Bor.Fit Ground surface Elev: Depth to Limiting Factor: 96.04 Ft. 1001n. Soil Application Rate: Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft' *Eff#1 Eff#2 1 0-10 7.5YR2.5/3 N/A SL 2MSBK MFR CS 3CO 0.6 1.0 2 10-30 7.5YR4/4 N/A LS 0SG ML CS 2M 0.7 1.6 3 30-100 7.5YR516 N/A MS 0SG ML N/A 1 F 0.7 1.6 4 5 6 7 "Effluent #1 = 800 5>30 c 220 mgO and TSS>30-<YSOmg/1 uent #2 = SOD 5< 30 mg/l and TSS < 30 mgO CST Name (Please Print) Mark S. Thompson Sin CST Number: 877598 Address: 12006 N US Hwy 63 Hayward, WI 54643 Date a onduc Wednesda June 12, 2024 Telephone Number 7151699-4081 SBD-8330 (R04/15) 9o:, d $ So 11112-k R..1-\ Property Owner; )ttschalk Lorilyn J 8 Rein Stanley Parcel I.D. 4194 Page: 2 of 6 Boring # 3 F Bores Pit Ground surface Elev: j Depth to Limiting Factor: 95.94 Ft. 95 In. Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description p Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPDlft' 'Eff#1 Eff#2 1 0-10 7.5YR2.513 N/A SL 2MSBK MFR CS 3CO 0.6 1.0 2 10-35 7.5YR4/4 N/A LS 0SG ML CS 2M 0.7 1.6 3 35-95 7.5YR5/6 N/A MS 0SG ML N/A 1 F 0.7 1.6 4 5 6 7 Boring # 4 i— Borr% Ph t Ground surface Elev: Depth to Limiting Factor: 0 Ft. 0 In. Soil App. Rate Horizon Depth in. p Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPD/ft2 tEff#1 Eff#2 1 2 3 4 5 6 7 Boring # 5 r Bores PR Ground surfElev: Depth to Limiting Factor: 0 Ft. 0In. Soil App. Rate Horizon Depth in. p Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPO/ft' *Eff#1 Eff#2 1 2 3 4 5 6 7 Boring #6 r Bor Fit Ground surface Elev: Depth to Limiting Factor: 0 Ft. 0ln. Soil App. Rate Horizon Depth in. Domm.Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr.Sz.Sh. Consistence Boundary Roots GPO/ft' *Eff#1 Eff#2 1 2 3 4 5 6 7 *Effluent #1 = BOD 5>30 < 2 20 mg/land TSS>30 < 150mg/I *Effluent #2 = BOD 5 < 30 mg/I and TSS < 30 mg/I The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777 SBDd330(R.07/00) 97 - -------- 97.45 97 - --- ------------- 97 ------------- ------- System —' ----------- ----- Elevation 96 — -- 96 — — 96.04 96 ------------ - -- 95.94 95 -------- 0_7 95 -------------- 9 ------- ------ 94_95 ---------- -------------- _ 94 -------- 93.54 07 0_7 93 --------- 93.02 $ --------------- 0.7 92 ---------- --- 92 -------------- 92 ---------- 91 ---- -------------- 91 ------------- -------------- 91 --------------- -- 91.02 ------------- - - 90.71 ------- ------------- 90 ------------90.45 90 --------------- 90 --------------- --- ------------- ------------ Z 89 -- 89 ---------- 3 89 --------- -- -------------- -------------- 88 ------ 88 --------------- 88 ---------- 88.02 ------------- ------------ 87.71 ----------- L.F. 87 ---------. 87.45 87 --------• L.F. 87 -------------- - L.F. -------------- -------------- 86 -------- 86 ---------- - 86 85 -------------- ----------- 85 ----- --- -------- 85 ------------- 84 -------- ----- 84 ---------- -- -- 84 -------------- -- 83 - - -- 83 ---------- -- - - 83 --------- - 82 - - 82 -------- 82 --------------- 81 - -- 81 ---------- --------- 81 - ------------ 80 ------ - ------- 80 --------- - 80 -------- -------------- 79 --------- -- 79 ---- ----- - 79 --------- --------------- 78 ----------- -- - 78 -------- ----- 78 --------- ------------- 77 ---- -------- 77 ---------- ------------- 77 ---------- ------------- 76 --------- 76 ------------- ------------- 76 -------------- ---------- Name: Gottschalk Lorilyn J & Rein Stanley M Location: S19.T44N,R09W Township: Barnes County: Bavfield Lot #: 0 50 B2 95 96 0 Lower EauClare Lake 1"=50' Only in Tested Area IA` BM=100: 120 48745 Driveway BM 97 ® Well 81 = 97.45 B2 = 96.04 B3 = 95.94 Lake= 87 ri O CST: ark S. Thompson �� w #8 715/ -3139 ti — is PAGE 1 OF 4 In -Ground Gravity Plan Index & Cover Sheet Component Manual Design References: In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg 1 of 4 Index & Cover Sheet Pg 2 of 4 Plot Plan Pg 3 of 4 Dispersal Area Cross -Section & Plan View Pg 4 of 4 Management Plan Attachments: Enclosures: POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description Gottschalk 3 Bed Owner Name(s): Lorilyn Gottschalk Co -Trustee Phone: 612 _578 2752 Owner Address: 5156 Newton Ave. Minneapolis, MN Zip: 55419 Project Address: 48745 Clearwater Rd. Barnes, WI Govt. Lot: 1/4 of 1/4, Section 19 , T44 N -R09 E❑or W ✓❑ Township: Barnes County: Bayfield Project Parcel ID #: 4194 Designer Information Designer Name: Jason Kuettel Phone: 715 _798 _3355 Designer Address: PO Box 66 Cable, WI Zip: 54821 E-mail: tim@andryras.com License Number: 675751 Remarks: Signature: FZ/ Original si nature required on each submitted copy. - 6 fY z 'LIIII�`. Owner Information: Name: Gottschalk Lorilyn J & Rein Stanley M Location: S19.T44N.R09W Township: Barnes County: Bavtield Lot #: 0 Creek 8210 95 Sv pars= r 6 rKcAX"r >60 ./ l o.r C -o FtL+1-1 Lower EauClare Lake N W C s� 1 "=50' Only in Tested Area I'ZI,aQ�.2 NAIL iNTftt BM=100: 97 (3') BM 120 t ct- 4 &tH w7,eJ5 48745 veway ® Well 81 = 97.45 B2 = 96.04 B3 = 95.94 Lake= 87 c� co C� a z 6 N p -o C IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) blllli min. 12' SOIL COVER (typlwl) 12' min. trench { ____________ depth (typical) d •� I�pic ) (typical) . System Elevation = 93.0 (typical) Septic Tank(s) Manufacturer. Superior Precast Septic Tank(s) Volume(s): 760 gal gal gal gal Effluent Filter Manufacturer: Orenco Effluent Filter Model #: FT -0822 TYPICAL TRENCH CROSS SECTION VIEW (No Scale) ft Quick4 Standard -W w/End Cap (Show location of inlet / outlet pipe connection on plan view.) ( t ypicaI ) -t r- ---------------------- I. Br 46 ft (typical) INSTALL PER TRENCH: 11 Quick4 Std -W @ 20 fl= EISA/chamber = 220 ft2 + 1 Pairs of end caps @6W EISA/pair = 6 ft' Provide minimum 3 ft separation between trenches. Observation Pipe (typical) Install per manufacturers / instructions. TYPICAL TRENCH PLAN VIEW (No Scale) IA = 3.0 ft (typical) `Quick4 Standard -W Chamber (typical) (mid by Infiltrator Systems, Inc.) Install pursuant to manufacturers instructions. = Proposed EISA per trench = 226 ft° Required Infiltration Area = 642 ft2 x 3 trenches = Proposed Total EISA = 678 ft2 C Distribution Method: branched manifold = S8,L0N 3�J L JIi.5 :S3??S 7141 I _LPo»Jd ro eniQ'o r ' : a3'da`1i.0y3 rlly w iiNw tLLdag SId0IIHJI3I ad `.[NVI 'j cjfl ) 914IQc3g utDaddb „E ,L37S[lo •11114 „h -ney� •�rvl,�bl!M 1' 'o-1 /M 3'70HHb'H 02AO ddb Idop 5uiuoZ 00 Plag/yeg h7.07, b L Nnr (ill 22801 : Iapow O)UO a3N 83Z1I3 0 —2Je a aaav 110s 01105 OINO ,E3dId 03A0dddb 30VEEi 03HSINI3 13114 I „at Ldo r C PalAnq sd a\o'U*vw }alus uagcn) _CT• -c9 ZAOE'd NIN u g 3dsd dSNI 0Ad04' 1'5 „h C:'' H0_!:?s S PAGE 4 OF 4 In -ground Gravity Management Plan IMPORTANT: The owner of this in -ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = 450 gpd; GODS S 220 mgL-'; TSS 5 150 mgL-'; FOGS 30 mgL-' Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) o material fatigue (i.e., leaks, breaks, corrosion, etc.) o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes) o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (i.e., pump re -cycling, float switch settings, etc.) o electrical components - if applicable (Le., wiring, connections, switches, controls, timers, alarms, etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification) o surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis. Stats. when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code. o Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12 months. System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company: Andry Rasmussen & Sons Phone: 715-798-3355 Local government unit: Bayfield Co. Zoning Phone: 715-373-6138 Local government unit address: 117 E 5th St. Washburn, WI ZIP: 54891 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin. Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384, Wisc. Admin. Code. Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed in -ground dispersal component may be abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils. System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. " 1:33 AM Novus-Wisconsin Access rev. 12.0206 31"Estate Bayfield County Property Listing Property Status: Current Today's Date: 6/5/2024 Created On: 3/15/2006 1:14:53 PM Description Updated: 11/17/2021 a Ownership Updated: 11/17/2021 Tax ID: 4194 LORILYN 3 GOTTSCHALK CO -TRUSTEE - MINNEAPOLIS MN PIN: 04-004-2-44-09-19-2 00-150-18000 STANLEY M REIN CO -TRUSTEE MINNEAPOLIS MN Legacy PIN: 004134007000 Map ID: Billino Address: Mailing Address: Municipality: (004) TOWN OF BARNES GOTTSCHALK, LORILYN ] & GOTTSCHALK, LORILYN] & STR: 519 T44N R09W REIN, STANLEY M REIN, STANLEY M Description: CLEARWATER (PART OF GOVT LOT 3) ATTN: DEBRA TING ATTN: DEBRA TING LOTS 19 & 20 IN V.1006 P. 391 719R 5156 NEWTON AVE S 5156 NEWTON AVE S Recorded Acres: 2.330 MINNEAPOLIS MN 55419-1029 MINNEAPOLIS MN 55419-1029 Calculated Acres: 2.333 Lottery Claims: 0 r Site Address * indicates Private Road First Dollar: Yes 48745 CLEARWATER RD BARNES 54873 Zoning: (R-1) Residential -1 ESN: 104 ® Property Assessment Updated: 10/4/2016 Tax Districts 2024 Assessment Detail Updated: 3/15/2006 Code Acres Land Imp. 1 STATE G1 -RESIDENTIAL 2.330 343,100 114,400 04 COUNTY 004 TOWN OF BARNES 2 -Year Comparison 2023 2024 Change 041491 SCHL-DRUMMOND Land: 343,100 343,100 0.0% 001700 TECHNICAL COLLEGE Improved: 114,400 114,400 0.0% Total: 457,500 457,500 0.0% -w Recorded Documents Updated: 7/8/2009 O PERSONAL REPRESENTATIVES DEED Date Recorded: 11/20/2008 L'd7 Property History 0 QUIT CLAIM DEED N/A Date Recorded: 5/5/2006 2006R-506566 943-783 https://novus.bayfeldcounty.wi.qov/accesstmaster.esD?oaDrold=4194 III