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HomeMy WebLinkAbout24-69S_ ** INBOUND NOTIFICATION 1 FAX RECEIVED SUCCESSFULLY ** TIME RECEIVED REMOTE CSID DURATION PAGES STATUS September 6, 2024 at 8:00:51 AM CDT 7152352592 31 1 Received SEP-06-2024 03:59 From:TL Sinz Plumbing 7152352592 To:17153730114 Request for Sanitary Inspection (24 Hrs. in Advance) Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114 If you do not have a fax and must email the inspection; you must email all staff members. Note Time Change flDiscrepancy T.L.SINZPLUMBING,INC. Other Phone Number '7 t'-a5c_ , _C Plumber: E5609 708th AVE. MENOMONIEWI 54751 Fax Number Homeowner. j F PftLUXfli Email Address CYBtOmetgerVke�ti810tfltu Immediate Phone Number So Zoning Sanitary Permit #; R4�� t Nb `-'� Dept can call you right back (if needed) — �rj - a�J�j _ o�t!Q�C•l Plumber's Choice Zoning Dept Inspection(s) during this time Date: 331t14 £No OK Tuesday (9:30 am - 12:15 pm) (Tracy) ( j iaj Time: lumber's Choc i Zoning Dept 2P (A OK Township: PcR-N ES Address # & RoadName: 2 5 D � �+ aO p� R or Directions To Site: Comments: * Plumbers you must verify any change(s) by fax or email ** Notes from 2 u/forms/sanilary/requestfoiinspedion Zoning Dept (@C(12/04): ® June 2023 S Private Onsite Wastewater Treatment Systems ( POWTS) Inspection Report (Attach to Permit) Industry Services Division General Information Permit Holders Name: LJ Village U Town of: JEFFREY & MAUREEN FULLINGTON CST BM Elev: 3225 DEER GROVE RD pyv o 5,'4t, wq SOLON SPRINGS, WI 54873 Tank Information setoacKfo: TYPE MANUFACTURER CAPACITY Prop. Line Well Building Air Intake Road Septic S/c N/A Dosing N/A Aeration N/A Holding County eld Sanitary ermit No: State Plan Transaction ID#: Parcel Tax No: 7Q Pump I Siphon Information Pump 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 Wid Len th # of cells SETBACK FROM Prop. Line Building Well 0 M /*21 q1 Type of Cell Manufacturer: l � Model Number: Pretreatment Unit Manufacturer: Model Number: Distribution System Elevation Data STATION BS HI FS ELEV Benchmark 1, Z IOa, a2 Bldg. Sewer Tank Inlet 6 66 Tank Outlet 7 qp , 3 Dose Tank Inlet Dose Tank Bottom Inst. Contour Header / Manifold 194.j. Distribution Pipe Infiltrative Surface 93 Final Grade o17, 24 X Pressure Systems Only Header / Manifold I Distributior,,Pjpe(s) X Hole Size I X Hole I Observation Pipes ❑ Yes 0 No Length _ Dia Length ! Dia Spac Spacing Soil Cover Depth Over Depth Over Depth of Seeded I Sodded Mulched Cell Center Cell Edges Topsoil 0 Yes 0 No 0 Yes 0 No COMMENTS: (Include code discrepancies, persons present, etc. ICa/l LG/GaG,45 4Ck4 l,(il,G P t o tp6FG I/J4r'f. Plan revision required? 0 Yes I'No Use other side for additional information. Date ��►o4r� lr POWTS Inspe or's Signature 937 License Number Fnn-n71n iR nnntl Property Owner Information BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715) 373-0114 e-mail: zonino(atbayfieldcounty.orn Web Site: www.bavfieldcounty.org/147 JEFFREY & MAUREEN FULLINGTON 3225 DEER GROVE RD SOLON SPRINGS, WI 54873 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 As you know /, L7 ≤. p //b gy y!, was contracted by you to install a private onsite wastewater treatment system on your pro erty described as: Notes: Abandonment of Old System to meet all applicable code requirements: •e Tank was pumped by: •e Tank was crushed / removed and pipes disconnected by: .0 at AM/PM On / at A, (AM I V1te above -mentioned plumber contacted our office to Xcondlut a pre -cover inspection as required under DSPS 383. One of the following applies: System 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: URormslsanitaryproperlyown er-input Apnl 2019 ; ., i_. Department of Safety Conn O:-`• MAY 1 7 20 ry '1 & Professional Seicess Peit Number (to be filled in by Co.) anitn Permit S�' Di Industry Services vision 2�1-b9S �� as Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note; Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law. s. 15.04(l)(m). Stets. 1. Application Information — Please Print All Information Property Owner's Name s �F,GF ¢dhUrem uix T� Parcel P JlorA % ct z 9/bzaob67Ss Property Owner's Mailing Address (/ter - r� Szz-C 2 PWUC '~" Property Location Govt. Lot / City, State Zip Code Phone Number C S�7�%) �i .S w — O Ion C2 J i J T'S J �i oC /,. Section T A Y N R E H. Type of Building (check all that apply) Lot fl Subdivision Name f8�r 2 Family Dwelling — Number of Bedrooms , ` � ,,� 6et1 DO uwi r Block # ❑ Public/Commercial — Describe Use ❑ City of ❑ State Owned —Describe Use ❑ Villageof .v S CSM Number f wn of Ittt4I Ill. 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 icable. ❑ New System epincement System ❑ Other Modification to Existing System (explain) 0 Additional Pretreatment Unit (explain) rc ❑ Holding9 ank At -Grade ❑ Mound ❑ Individual Site Design ❑ OtherType (explain) n❑ (coconveentional)❑ Renewal Before ❑ Revision ❑ Change of Plumber ❑ Transfer to New Owner List Previous Permit Number and Date Issued Expiration W. Dispersal/Treatment Area and Tank Information: Design Flo (gpd) Design Soil Application Rate(gpd/sF) Dispersal Area Required (sO Dispersal Area Proposed (so I System Elevation Capacity in Total # of Manufacturer " Tank Information Gallons Gallons Units a ' o c b 2 y a n Ncw'lanks Existing ranks 4u E rn w Septi .rnolERlp . k O .�- / / ,/,. �LrrT Dosing Chamber the POWTS shown on the attached V. Responsibility Statement- 1, the undersigned, asVespons'b—f Installation of plans. Plumber' ante (Print) PlumbMP/MFRS Number Business Phone Number p 1, ≤rn-- Ii} i1� 13��fby 'Z(� Z3S=Zl��F Plumber's Address (Street, City, State, Z' £C66 Gr/l cv7�i VL County/Department Use Only Approved ❑Disapproved Permit Pee Date Issued I uimg Age !2"112 ❑ Owner Given Reason for Denial Conditions of Approval/Reasons for Disapproval Attach to complete plans for the system and submit to the County only an paper not less titan 8 111 x ii tactics It size SBD-6393 (R. 03/22) SR -0,0056 ' ► (� IGIN rE Cie sconsin DepaRmentof Safety&Pmfession.iS r�esM MAY 't,(t�1.qA Page of J isionof Idustry Services IIHI 20 LVLY4 SOIL EVAbUATIOCN zREPO�tP ay geld o. onIng e In accordance with SPS 385, Wis. Adm. Code County ell11/ Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. A 37.47 scale or dimensions, north arrow, and location and distance to nearest road. Q - _/y" Q0-(p'fs-pC� Please print all information. R -'e / D _ ` -- i Date Property tyOwner *,,y/1' /- j I Property Location L-i }G I.-�eWccfi -t 1' `aur'P^ PL4 tmfbn Govt. Lot % % S '1O T 4'Y N R (� E(or) W Prop�errtyyOwn rs Mailing Address _ Site Address or CSM and Lot #:, e - .. i I City, State, Zip Phone Number U City U Village $1 Town Nearest Road ❑ New Construction Use:. esidential/Numberofbedrooms 3 Code derived designflow rate V_ GPD replacement ❑Publicorcommercial- Describe: Flood Plan elevation if applicable ft. Parent material General comments and recommendations: _ f1 1 Boring # ❑ Boring Pit Ground surface elev97- S5 -t. Depth to limiting factor %o`er in. / elev. ft. Soil Aoolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' *Eff#1 -Eff#2 3 0 3/ L. nw - cs a !•n a - .,♦e3 S L cc -'7 .lo 3 '1-W wz 3 S Os vhL c S b 4 / 4Q44 - - ,7 Boring # ❑Boring ( e.� s5it. Depth to limiting factor ICZ(i in. / elev. ft. MPit Ground surface elev. Soil Aoolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz Consistence Boundary Roots GPD/Ft` 'Efr#1 -Eff#2 - �L 3 1— �tSh. v n0.t1X . ( 1.0 - la%4 S L CS .� 1-jiw 1.Syes nrtL CS - 1 y 4.Ae1 t0 3 (A S L cS - . ro CST N (Please Print) S �+ Signature W /A CST Number&� Address fr. R m Date Evaluation Conducted s = -9Y Telephone Number -7 99 Effluent #1 = BOD> 305220 mg/L and TSS> 305150 mg/L * Effluent #2= BOD, 530 mg/Land TSS 530 mg/L SBD-8330 (R03122) Qd�d. b 1'3-- .°2M Rfk ii)) 16 V t.5 U lS �jt Page_of_ ❑ Boring '177_['HHt'l? �f� p Boring # it Ground surface elev. ft.MAY Z U IDep to li factor IX in. / elev. ft. Bayfield Co. Zoning Dept. Soil ADolication Rate I Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. Eff#1 Eff#2 1 0-9 t.3 L n- .6 O a. q'aa 3 S Os5 CS •b 3 .y3 pyi31, 5 n l- c - y - LY s . - .7 t. ❑ Bcdng # ❑ Boring 0 Pit Ground surface elev. ft. Depth to limiting factor in. / elay. ft. I SoilADolication Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. Eff#1 Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor In.! elev. ft. Soil ADolication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. Eff#1 •Eff#2 Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30S150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L �w ogsC �� o .3//c!, —C c cu Fi � O ti ``idea 6uiuo7 0') pjayAr &2P7 1)7, AVW fl In -Ground Gravity Plan Index&CoverSheet D ( Component Manual Design References: In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2�7) MAY 177024 _ r " //n- Co. Zone Dept. Project Name: JEP.lsy �./�/W%lei'! / 1 L.-7,.�q fnn /K/ /scrIGf2Hr rn- Owner's Name: �1 4*1Cel 4- r 1 r«n T �`uk4'Ia`'1 Owner's 2 �Q Address: > nC beer r 124 So Len-) S ?LI#JC15 LAJS c '7 3 Legal Description: 5/4 l 1/ sJ " �%D? LV Municipality: ow {{age-Eity#- Q1`�JJ Es Subdivision Name:) IIEEt 41" O dC I O Owt I U i r).✓1 V K-tT 1.4 o Lot Number: •' , r aa4Block Nummber: Parcel I.D. Number: oq '- 2 -qq'D r - 11o2- too- loi S $060 Page 1 TjuPC4 d- eou-lt S*eT Page 2 't Io Rs) Page 3 SE0'r 1 L `r*%t (C Page4 Y/ 4i iJ f •CLA (eH If C,S Ez f9 ) Page 5 EtyiI)L,v Catess ≤Ct- tWL Page 6 t1-1 FE I l ► C r �; V cu..1 r 14a Pagel YIL-Ct-S /1auo7`t _ Page 8 �W(.`Pii/.r{ . ft/i --_ Page 9 1 ( ES %— E. Pe Conditlo y Page 10 t 1 7 -sr P-i- ® VED Page 11 2t( {�S! C 3 COU(V7-LYJ Page 12_ SgT n3%/ Page Page Page Nam< Signa p 11h ows is a „}®9 P II I 1� \f�D S ,s. SD A Avg) �y Mt ldad 6i °Z 03 Plagleg bZOi I. AVW US O l WARNING DEATH MAY OCCUR IF TANK IS ENTERED 1 \ o WITHOUT PROPER EQUIPMENT \ I \ T TOP VIEW OF MANHOLE COVER f's 4.1 27.0 27.0 l 24.0 24.00 5.00 --16.00 -I 1.00 J INLET 4 4 INCH PRESS SEAL GASKET INSTALLED WHEN POURED Model Number: 1000 Approved for SEPTIC, SI Weight Inlet Dim. 8300 lbs. 42" BAFFLE 54.00 - 118.50 14.50 58.00 - - 64.0 124.50 I FILTER 23.00-1 12.0 23.00 - TOP VIEW OF TANK (TAPERED) OUTLET 4 INCH PRESS SEAL GASKET TER CD T LION, HOLDING, OR PUMP SKAW PRE -CAST Phone: (715) 967-2277 26255105th Street, New Auburn Toll Free: 1-800-924-8625 Outlet Dim. Liq. Depth Gal. / In. Max. Cap. Wisconsin 54757 Fax: (715) 967-2707 40" 36.50" 28.32 1034 gal. www.skawprecast.com IN -GROUND DOSED -GRAVITY DISPERSAL AREA Uniform Elevation Trenches with EZ1203HP Bundles 3 -ft Trench (down -sizing credit) min. 12" Geotextile (typical) TYPICAL TRENCH Cover SOIL COVER CROSS SECTION VIEW 12 (No Scale) min. trench p . OBSERVATION PIPE DETAIL (No Scale) depth L (typical) — — ..• �,.' Screw -Type or Sip Cap Qoose) •°' w: Finished Grade _(mulched & seeded) System Elevation 4"a PVC Pipe Topsoil Cover Provide minimum 3 ft Top of pipe to terminate (min. hoot) (typical) at or above finished grade separation between trenches. TYPICAL TRENCH (Show location of inlet / outlet pipe connection on plan view.) PLAN VIEW (No Scale) 4,"0 Observation pipe shall be installed at junction between two units. Perforated Lateral a ,,,; (typical) ----------�--------- ------------O�-------- f (typical) INSTALL PER TRENCH: .17 10 -ft bundles @ 50 ff EISA/unit = 35o ft2 + 49 5 -ft bundles @ 25 ff EISA/unit = la ft' (4) 1 /ncc vice Q S apart Anchoring Oevke Infiltration Sudaca /Oft A=3.0 ft (typical) EZ1203H Bundle (typical) (mfd by Infiltrator Systems, Inc.) Install pursuant to manufacturers instructions. = Proposed EISA per trench = ft2 Required Infiltration Area = (V /3 ft' x 3 trenches = Proposed Total EISA = loco ft2 WY5 Sg5PI'e-i / 9t!' i c,n(J" �c 7t: r{`.a"•�' it.,3B?✓.'#,r Distribution Method: liii MAY 172024 Bayfield Co. Zoning Dept. EZflow 1203H - CEO • FILTER FABRIC 12" EZflow—" BUNDLE (TYP.) 36" MIN. TRENCH WIDTH NOTE: PRODUCT CONFIGURATION AND INSTALLATION DEPTH MUST COMPLY WITH APPLICABLE REGULATORY REQUIREMENTS. NATIVE BACKFILL 6" MIN. COVER OR PER CODE 4" PERFORATED PIPE s/,I MAY 172024 Bayfield Co. Zoning Dept. Years of Proven Dependabi/ty The most efficient, the lowest. Nearly Twice the Filtering Capacity Estimated to go 3 Times Longer Between Cleanings Cleaning Made Easy Does Not Retain Solids Between Plates Lowest Price 0 C1E - Eliminates the collection of solids inside the cartridge. - Nearly twice the filtering capacity of any other filter. O - By eliminating solids between plates drastically reduces the need to clean. - Cleaning made simple and efficient. LT -1/8: 3500 GPD/Residential Strength Filtration 1/8" - LT — 1/16: 3350 GPD/ Residential Strength Filtration 1/16" - LT — 1/32: 3000 GPD/Recommended for Commercial use with Residential Strength - Filtration 1/32" - LT — 1/64: 2500 GPD/Recommended for Commercial usage with Residential Strength - Filtration 1/64" - 2700 Inches of Linear Filtration (Nearly Twice the Competition) •luane 03!AJ0S Aue 40 uol;e)dwoa to sAep OL uIyl!M A$Jo(4;ne A1olejn601 Ie1oi 04404 iPep)nold ey )lays }Jod9J 601A1as V veuleluleyy S.LMOd palkiiao a Aq pauuo}Jad eq pays 'sy3uow;Z LS l0 GilAiDw! ;e BwOwes Aue pue 'Shun wawleanatd 'sluauodwo3 panlnssetd 10 (e3luegoew 'stall!} luanlga }o BulolJuas ey; 01:p93!w!I loo;nq Bwpnlaul 'saolnJBs 19410 IIV '£L L MN Je3deya yilm eouep4ame u! ;o pesods! . 9P00 GAIleJlSIUHJJ V UISU030IM argue a 3 'awn on ue3 OLD }o atow 10 e P pue Joletao0 Bu)opua$.96e3tla$ a %q p0Aowe1 eq Beys 1(ue3 e(4; )o slue;uoa 4 I A 4 45) p144-9uo slenbe )f U?; Aue u! woos pue s�Pnls }o uoPPelnwnooe paulgwo3 ay; ua4M 'Aluo4lne A{o;eln8ei 1000! 94; }o uo!leo!;!lou ale!pawwi 041 saJmbei pue UOPIPuoo 6u!pe} a aleo!pu! 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STARTUP AND OPERATION µµAA VV For new construction, prior to use of the POWTS check treatment tank(s) for a pfdsettce of painting chemicals or sediment that may impede the treatment process and/or damage the soil dispersal cell(s). detected have the contents of the tank(s) removed by a septage servicing operator prior to use. Fi Page _ Of products, solvents or other If high concentrations are System start up shall not occur when soil conditions are frozen at the infiltrative surface. During extended power outages pump tanks Imay fill ab tie normal hlghwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) In one large doseland may overload them resulting In the backup or surface discharge of effluent. To avoid this situation have the contents of; the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank Do not drive or park vehicles over tanks and: dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. 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) discharge; fruit and vegetable peelings: gasoline; grease; herbicides; meat scraps; medications; oil; painting products; Pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to Insure that the system is properly and safely abandoned in compliance with chapter SPS 383.33, Wisconsin Administrative Code: • All piping to tanks, pits and other soil absorption systems shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and property disposed of by a Septage Servicing Operator. After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material.. CONTINGENCY PLAN If the POWrs falls and cannot be repaired the following measures have been, or must be taken, to provide the opportunity to obtain a sanitary permit for a code compliant replacement system: `n4JGi"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 not be Infringed upon by required setbacks from existing and proposed Structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with. the rules in effect at the time of their permit IssuanFe. ❑ A suitable replacement area is not available due to setback and/or soil limitations. If the soil absorption system cannot be rehabilitated and barring advances in POwrS technology, a holding tank may be installed as a last resort. ❑ The site has not been evalyII led to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate le suitablel replacement area. If no replacement area is available a holding tank may be Installed as a last resort to replace the fail�d P0WTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of ouch systems must comply with the rules in effect at that time. WA TREATMENT TANK8 AND HOLDING TANKS MAY CONTAIN POISONOUS GASSES AND LACK SUFFICIENT 4,. OXYGEN TO SUPPORT LIFE. NEVER ENTER A TREATMENT TANK OR HOLDING TANK UNDER ANY CIRCUMSTANCE I DEATH MAY RESULT. ESCAPE OR RESCUE FROM THE INTERIOR OF A TANK IS VERY •... DIFFICULT. POWTS MAINTAINER _ Xot Name: /t'Z Pwai / w Phone: 7/S_ fl 2 Z4W Phone: 7/P 3 SEPTAGE SERVICING OPERATOR(PUMPER Name: LOCAL REGULATORY AUTHORITY Phone: Name; Phone: /V_�3-13 — This document Is intended to meet minimum requirements of Ch. SPS 383.22(2)(b)(1)(d)&(i) and 383.54(1), (2) & (3). Wisconsin Administrative Code. Use of this document doe- not guarantee me parforin nce;of the POWrs. 3/,, J,, (Rev. 3/13) $/27/24, 4:13 PM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfield County Property Listing Property Status: Current Today's Date: 6/27/2024 Created On: 11/6/2015 9:21:40 AM S Description Updated: 12/12/2022 Tax ID: 37274 PIN: 04-004-2-44-09-16-2 00-675-80000 Legacy PIN: Map ID: Municipality: (004) TOWN OF BARNES STR: S16 T44N R09W Description: DEER GROVE CONDOMINIUM UNIT 8 IN DOC 2019R-576445 TOG WITH UNDIVIDED INT IN COMMON ELEMENTS Recorded Acres: 0.000 Calculated Acres: 0.000 Lottery Claims: 0 First Dollar: Yes ESN: 104 I Tax Districts Updated: 11/6/2015 1 STATE 04 COUNTY 004 TOWN OF BARNES 041491 SCHL-DRUMMOND 001700 TECHNICAL COLLEGE Recorded Documents © CONDOMINIUM DEED Date Recorded: 2/21/2019 © CONDO PLAT Date Recorded: 5/6/2015 ® DECLARATION OF COP Date Recorded: 5/6/2015 Updated: 11/6/2015 2019R-576445 2015R-558630 2-137 2015R-558629 1141-981 18 Ownership Updated: 12/12/2022 JEFFREY M & MAUREEN K FULLINGTON SOLON SPRINGS WI Billing Address: Mailing Address: JEFFREY M & MAUREEN K JEFFREY M & MAUREEN K FULLINGTON FULLINGTON 3225 DEER GROVE RD 3225 DEER GROVE RD SOLON SPRINGS WI 54873 SOLON SPRINGS WI 54873 10 Site Address * indicates Private Road 3225 DEER GROVE RD * BARNES 54873 ® PropertyAssessment Updated: 4/1/2020 2024 Assessment Detail Code Acres Land Imp. G2 -COMMERCIAL 0.000 90,900 148,300 2 -Year Comparison 2023 2024 Change Land: 90,900 90,900 0.0% Improved: 148,300 148,300 0.0% 239,200 239,200 0.0% pTotal: Is Property History Parent Properties Tax ID 04-004-2-44-09-16-2 05-004-10000 1995 HISTORY 0 Expand All History White=Current Parcels Pink=Retired Parcels © Tax ID: 1995 Pin: 04-004-2-44-09-16-2 05-004-10000 Leg. Pin: 004111103000 37274 This Parcel t Parents Children https://novus.bayfieldcounty.wi.gov/access/master.asp?paprpid=37274 1/1