Loading...
HomeMy WebLinkAbout24-43SIndustry Services Division General Information Private Onsite Wastewater Treatment Systems ( POWTS) Inspection Report (Attach to Permit) THOMAS 0 & TERRY L 30KINEN PO BOX 577 MELLEN WI 54546 -L uposes [ Privacy Law, 1 Fr D City BM Description: s.l5.04(l)(m)] [J Village U Town of: Coyaty Sanitary Per"^ ^7- 6^No:^ State Plan Transaction \D#: Parcel Tax No: Tank Information T7PE- Septic Dosing Aeration Holding MANUFACTURER'CAPACITY setback to: Prop. Line Well Building Air Intake Road N/A N/A N/A Pump / Siphon Information Elevation Data Pump Manufacturer Filter Manufacturer TDH Lift Forcemain :lump Model :ilter Model Friction Loss Length Dia Head Demand GPM Total Dist. To Well Dispersal Cell Information DIMENSIONS SETBACK FROM Width Prop. Line Type of Cell Length Building # of Cells Well | OHWM Manufacturer: Model Number; Pretreatment Unit Manufacturer: Mode] Number; 'STATIOT - Benchmark Bldg. Sewer Tank Inlet Tank Outlet Dose Tank Inlet Dose Tank Bottorr Inst. Contour Header/Manifold Distribution Pipe Infiltrative Surface Final Grade ~BS HT FS~ELEV Header / Manifold Length _ Dia Distribution Pipe(s) Length __ Dia,Spac. X Pressure Systems Only X Hole Size X Hole Spacing Observation Pipes D Yes D No Soil Cover Depth Over Cell Center Depth Over Cell Edges Depth of Topsoil Seeded / Sodded D Yes D No Mulched D Yes D No COMMENTS: (Include code discrepancies, persons present, etc.) Plan revision required? D Yes D No Use other side for additional information. Date POWTS Inspector's Signature License Number RRn-R7'in /R nr</9i\ BAYFffilD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715)373-6138 Fax: (715)373-0114 e-mail: zoninQ@bavfieldcountv.wi.aov Web Site: www.bavfieldcountv.wi.aov/147 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washbum.Wl 54891 Property Owner Information FHOMAS 0 & TERRY L JOKINEN '0 BOX 577 1ELLEN WI 54546 As you know onsite wastewater treatment system on your property described as: .was contracted by you to install a private Abandonment of Old System to meet all applicable code requirements: *t* Tank was pumped by: _ on *> Tank was crushed / removed and pipes disconnected by: at .AM/PiVI On at (AM / PM) the above-mentioned plumber contacted our office to conduct 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 $50 fee are required. System could not be inspected because County could not respond to plumber's time constraints. Comments: U/forms/sanitary property owner-En put April 2019 Department of Safety & Professional Services, Industry Services Division : County 3A/7^/<0/ ) Sianitary Permit Number (to j?e fille^in by Co.) Sanitary Permit Application ' r In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(1 )(m). Stats. State Transaction Number :I.;AppUcatiunlnl<>t'mation-Please PrintAllInfonrtatiun Proje.ftjSiflltass (if different than mailing address) 3^%^^' ^$//e- dax^, ^- ^.a^'le^i Ljy Property Owner'iS Name l^m^^- ^it^ ^foktne-^ -ParceT#ffs-l-MI^W Property Owner's Mailing Address ' ,3 7 ^ ry/0'^ City, State Mellm . ul/ Zip Code jyjW ]I."rypeofBuiIdiiiig<cIiedf all tliat apply) CS'for 2 Family Dwelling - Number ofBedrooms a Public/Commereial - Describe Use a State Owned - Describe Use. Phone Number ^i£>-W-ol7^ Property Location ^ , ft ^.^ ^ Govt. Lot ^- _/4, Section /-•/<,- Lot #T t/3 N R ^ EoylO Subdivision Name Block#A/4 CSM Number D City of. a Village of (S"fovvn of A^/MA^ff* in,T^;<rfPOWTS^imit:(GliMk^e^^^ applicable.) A.D New System ;n D Other Modification to Existing System (explain)D Additional Pretreatment Unit (explain) B.D Holding Tank D In-Ground (conventional) D At-Grade DB^A[ound a Individual Site Design a Other Type (explain) c.a Renewal Before Expiration D Revision D Change of Plumber D Transfer to New Owner List Previous Permit Number and Date Issued IV.ais^nsal/T^^tmentAreaandtanlcln^ Design Flow (gpd)^0^Design Soil Application Rate(gpd(sf) /.^ ^ Dispersal Area Required (sf)L-/6o Dispersal Area Proposed (si /<ooy sal Area Proposed (si /<ooy System Elevation <?7.751 Tank Information Capacity in Gallons, New Tanks Existing Tanks Total Gallons it of Unite Manufacturer i III Itff C/3 w s s'£ 0 IE Septic or Holding Tank /0f>o \/wo / ^wdi^ C^nc^ ^eclucti z: Dosing Chamber (j^£>(ffi (/^o V. ResponsibiUty Statement-I, th(undersigBed,;assuin5^apoBsibiUty^ Plumbsf^S Signature%0^gPlujyber's Name (Print) i^/u^ ^ s_S/M<e.r MP/MPKS-Number -Z.-Z.J'<£^ Business Phone Number •7/3' -7^ -j?? Piumber's Address (Street, City, State, Zip Code) ^-\/ptO.&yW/ S^M^^J/. jr^/ Permit Fee \i)\ IWate Issued . I Issuing Aeent Signature VKGpiimty/DepartnwitIJseQnIy Approved ^(o-^ D Disapproved D Owner Given Reason for Denial Permit FeeS5CO STa^ Iss^ b^-^ Issuing Agent jiignahire L-A%?7</yj? ^wTwy^fcQ^. ^ o^. ^VW^ ^ato^w'ft^ ' SfS ^3% ^ /?fm^t plan to MNT- ^^^ ^ ^ QMW. Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 inches in size SBD-6398 (R. 03/22) -s s J I 0 s3 %\ !: \^p s^ l X^1! <! i ' l 0^:? ? > i '^ S I si. ^1^t- * l 01 '€ 1 IS i^ . • - ^^1s&is |, S | ;• € v? l -eQj ^1 1^ \^ . € -^ I' - S IS >^ > ! ^n * 1^ ! ;v > 1^ } >fw .^ 1 rf > ^(^ ^) 1 [^ >~^ >v>^^^5 v^ ^^ n>sy •t ^ l^~G | <^ j SJ l ^N^ d \n ] ^1 ' Vi S^ l ^4 ^5 aaf fi } 61 '. s ' l ~s •^ t- '£ ua g^ l ji I H I :i •8mi%%t ®«w¥sw»^ D& o * C A EA S ^ i « » -G a - <y - ^ s- Project Name; Owner's Name: Owner's Address: GSFWt MOUND DESIGN PROGRAM INDEX AND TITLE PAGE Thomas n Terry Jokinen Mound System ill FEB T32024 1^ Bayfidd Co. Zornng Dept. ConditlonaHy Thomas n Terry Jokinen APPROVED DEPT. OF SAFETy AND PROFESSIONAL 137ETyterst. SERVICES DIVISION OF INDUSTRY SERVICES Melten. Wi 54546 ^f^ff-S&^iy Legal Descriptfon: Township: County: Subdivision Name: Lot Number: Pet. inGovt. Lot2,Sec.18T43N,R5W SEE CORRESPONDENCE Namakagon Bayfield NA NA Block Number:NA Parcel i.D. Number: 034-1 G11-06000 Plan Transaction No.: Page 1 (ndex and title Page 2 Data entry Page 3 GSF mound drawings Page 4 Laterat and dose tank Page 5 Distribution media Page 6 System maintenance specifications Page 7 Management and contingency- pian Page 8 Pump curve and specifications Page 9 Plot Plan Designer: Randoi Smart Date: 9/19/2023 ,7 License Number Phone Number: Signature: 225616 715-769-3620 Designed Pursuant to the GSF Mound Component Manual (N. 08/16), and SSWMP Publication 9.6 Design Pressure Distributfon Networks for STSAS (01/81) GSF Mound Version 2.22 Page 1 af 9 Wisconsin Department of Safety and Professional Services ^•vision of Industry Services !2 Madison Yards Way .^ Box 7302 Madison, WI 53707 Phone:608-266-2112 Web: htto://dsDs.wi.eov ; - p p Email; dspp&nwisconsin.isov Tony Evers, Governor Dan Hereth, Secretary October 26, 2023 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2025-10- 25 Plan Review: PWTS-102302503-C Randol Smart 201 N 2nd Street Butternut, Wl SITE: Jokinen 25035 N Castle Garden Rd Namakagon Township Bayfletd County S18-T43N-R5W FOR: ConditionallyAPPROVED DEPT. OF SAFETY AND PROFESSIONALSERVICES DIVISION OF INDUSTRY SERVICES ^4^/Q^y SEE CORRESPONDENCE Description: 3 Bedroom Mound - 450 GPD -15" to limiting factor - Effluent Filter - Maintenance required GSF Mound Component Manual Pressure Distribution Component 2.1 (May 2022-2027) -(11/19), Manual-Ver. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONAULY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • The site shall be property prepared prior to plowing. Any grasses tonger than 6" shall be cut short and removed. To avoid matting, any leaves or loose organic matter shall be raked up and removed. Cut trees and shrubs flush to the ground and leave stumps. Avoid operating equipment on the mound site. If necessary, use only tracked equipment, during dry conditions, with minimal passes, to avoid compaction. • Install the GSF products and distribution piping per instructions. If using pressure distribution, distribution pipe should be sleeved through the 4-inch corrugated pipe located in the GSF product. One out of every five orifices in each distribution pipe shall be installed at the 6 o'clock position so as to allow for thorough drainage of the distribution pipe following each dose. The remaining four orifices shall be installed in the 12 o' clock position. All pipes must drain after dosing. • - — — • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wls. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. A state approved effluent fitter Is required. Maintenance Information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the DeDartmenfc which may include local inspectors. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also receive a copy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS is operated and maintained in accordance with this chapter and the approved management plan under s. SPS 383.54(1). In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, J^c^hu^Kowley Joshua Rowley POWTS Plan Reviewer, Division of Industry Services (715) 634-5124 Joshya.rowlev@wisconsin.gov ;? ^ Df c y D ^ l* s t\ ^ r- " ^ r ; i ' 2 s - ^ ?^ i r •K > IN1^ 1* ^ |r > * It " :f - ^ ^ Wl i l ' » ^ I ^t ? "' » v " ^ <• s S » ^t- » -c s ^: r& < &^il^•^ - ^ ^ K&^p.3-I ^ r y ? : : - ^ ^ E T ~^ . < ^ ^ I > - ?- 1 1 ^? ?^ EL ( ^ ^jp b^ u |5 ^ t^ i' S r ^ ^7^ - a»^ ^-£ > 0. R GSF Wt MOUND DESIGN PROGRAM DATA ENTRY Site Information [Residential or Commercial Design [Design Flow (gpd) ] Site Slope (%) I Installation Contour Line Elevation (ft) [Depth to Limiting Factor (in) |ln-Situ Soil Application Rate (gpd/ft2) EFF #2 450 6.0% 96.00 15 1.0 3 | Number of Bedrooms (optional) I 100.00 | Contour Length Available (ft) B43 Distribution Cell Information I Unit Used J Cell Width (ft) 3, 4, 5, 6, 8, 9 or 10 I Dispersal Cell Design Loading Rate (gpd/ft) [Influent Wastewater Quality 2.0 61 |= Dispersal Ceil Length (ft) Pressure Distribution Information 1 0.156 1.5 100 90 Are the laterals the highest point in the distribution | Y | network? Enter Y or N If N above, enter the elevation (ft) of the highest point. |_| Center, End or No Manifold (Pump to Gravity) Lateral Spacing Number of Laterals Orifice Diameter (in) (e.g. 0.25) Estimated Orifice Spacing (ft) = | 7.^z- Iff/orifice Forcemain Diameter (in) Forcemain Length (ft) Does the forcemain drain back? Inside Pump Tank Elevation (ft) 4.55 7.33 1.00 IZ.ff I System Head (ft) x 1.3 [Vertical Lift (ft) I Friction Loss (ft) 'Add'l Fitting Friction Loss (ft) Total Dynamic Head (ft) 16.31 26.85 43.16 21.00 Forcemain Drainback (gal) 5x Void Volume (gal) Minimum Dose Volume (gat) System Demand (gpm) Lateral Diameter Selection in. diam. 0.75 1.00 T25~ 1.50 2.00~3W options x x x choice x Manifold Diameter Selection in. dia. T25~ 1.50 ^00 3.00 options choice Septic Tank Information 1000|Septic Tank Capacity (gal) Ineida Concrete Produc) Manufacturer 1650 Gallons/lnch Calculator I Total Tank Capacity (gal) (Total Working Liquid Depth (in) jgal/in 42 39.28571 Dose Tank Information 650 15.2 Dose Tank Capacity (gal) Dose Tank Volume (gal/in) Oneida Concrete Prod| Manufacturer Effluent Filter Information I Filter Manufacturer I Filter Model Number Zoeller 170-0078 Project: Thoma.s u ^fe-rry ^oKine.iA. ii/louAcl Sys-^Page 2 of ^ GSF Wl MOUND DESIGN PROGRAM GSF MOUND DRAWINGS A B D 5.00 61.00 21.00 305.00 7.38 in Mound Plan View Mound Component Dimensions Hi24.60 7.00 0.50 1.00 11.46 7.20 ft K L w 10.45 81.90 23.67 Ift (ft2) Dispersal Cell Area (gpd/ft) Linear Loading Rate 1004.27 6.10 (ft^) Basal Area Available (ft) 1/10 B Obs. Pipe Placement FinishedGra'd^ "-33 W i"^....G |H rE!^g:...,. - —• 97.75 (ft) Dispersal Cell Elevation Contour Elevation Shading Key 98.33 (ft) Lateral Invert Elevation 96.00 (ft) 6% Site Slope Topsoil Cap Subsoil Cap ASTM C33 Sand Tilled Layer GSF Media If5 c"•s (0 •£1<t 0 I 2ft 0.5ft Typical Dispersal Cell See Page 5 Geotextile . Fabric —^FCCEZSZSS@ i-4 See details on page 4 for number, size and spacing of laterals. Laterals are located in the 4" gravity distribution pipes as shown on page 5. Project: Thomas n Terry Jokinen Mound System Page 3 of 9 GSF Wl MOUND DESIGN PROGRAM LATERAL AND DOSE TANK End Connection Lateral Layout Diagram Place Appropriate Lateral Diagram From Right Below r^ • = Tum-up w/ball valve or deanout plug 1st orrifice located at Z •of distribution cell Laterals & force main of PVC Sch 40 Orrifices point up except every (per COMM Table 84.30-5) 5th one points down for drainage. Numbers of Laterais Laterat Diameter Lateral Length (P) Lateral End (Z) Lateral Spacing (S) Lateral Flow Rate System Flow Rate 1.00 1.50 58.52 0.74 0.00 21.00 21.00 58.52 Orifice Diameter in Orifice Spacing (X) ft Orifices per Lateral ft Orifice Density ft Manifold Length gpm Manifold Diameter gpm Forcemain Velocity Pump Off Height 0.16 1.54 39.00 7.82 0.00 N/A 2.14 12 m ft ft/orifice ft in Ft/sec in Dose Tank Information BectricdasperNECSOO Tank component is prqperiy wnted ^_ Oneida Concrete Product Capacity Volume Dimension A B c D Total 650 15.2 Manufacturer•er Gallons gal/inch Inches 25.92377051 21 2.839387391 12| 42.7631579| Gallons 394.0413 30.4 43.15869 182.4 650 ^ Dfscomect /".- ~^i. A BI— e c Locking ccwerwth wamng -label and locking deuice. and sealed waterti^t —^ V ] ,'- ^ Mm. 3" Bedding under talk. in. mn. _J -—Altemde outlet location Fcrcanain diameter2 in Wfeephdecr arti-aphon deujce Pumpoffel&dionfft) I 911 Dose tank deuation (ft) 90| Alarm Manufacturer Alarm Model Number Pump Manufacturer Pump Model Number Sje Rhombus 101 hw Zoeller N98 Pump Must Delivery | 21.00|gpm at | /3i l» ^ |ft Project: Tkoma.^ A/ •^~eSTi,{ ^ToK.nHrt Mowr^ J^^c^l TDH Page 4 of ^ GSF Wl MOUND DESIGN PROGRAM DISTRIBUTION MEDIA GSF Distribution Cell Media Layout ^jCell Width (ft)2.5|Sidewall to Lateral (ft) Distribution Cell Cross-section Arrangements Drag appropriate drawing to space below. 5 ft Wide zs->y^/>> 5 FT WIDE ENDCONNECTION FORCE MAIN Component Legend ASTM C33 Sand/Mound Sand '7==:=D A42 or 843 Module\y'/'/7^/y:/yy^\ -I I Lateral ^) Turn-up (contained in Tum-up Enclosure) Distribution Cell Plan View Layout - Typical [Cell Width - A (ft) | 61.00|Cell Length - B (ft) 15 B43 [Modules Required per Row 15 B43 [Total Modules Required End Connection Later Layout Diagram Drag appropriate drawing from left to space below. Project: Thomas n Terry Jokinen Mound System Page 5 of 9 143.0" 77.0" ri I L_ &. ;•*'•• '•' "\ \ / 1028.7 42" f-. I: •••': ••••. •.••.'•• ;• .•"• 1028.7 GALLONS(ACTUAL) /- ( \ 24.5 GALLONS/INCH(ACTUAL) ^s *. •• A 639 \ 639.8 42" .8 GALLONS(ACTUAL) / [ \ ~~ -N \ / 15.2 GALLONS/INCH(ACTUAL) _ ^ jr.''._/_<_--_"_^ INLET 35.0"-17.0"- SWEO. 40 PVCREPAIR COUPUNG Q)- •..•'•: • -«•; '-„ • -^ • • •• OUTLET 45.0" -^ ^-4.5" GENERAL NOTES: 1.) ALL TANKS ARE EFFLUENT FILTER COMPATABLE. 2.) OUTLET BAFFLES ONLY SUPPUED PER REQUEST. 3.) 4" AND 6" MULTIPLE OPENINGS ARE AVAILABLE. 4.) NOTIFY WEN DEPTH OF BURY IS GREATER THAN 72". 5.) 24" AND 30" MANHOLE OPENINGS ARE AVAILABLE. 6.) NOTIFY WEN tNSTALUNG !N EXTREME WET CONDITIONS. APPROVED By Glen Schlueter at 7:42 pm. Mar 22, 2021 G.P.D. = 493 GALLONS (SEPTIC/PUMP) WEIGHT = 13,500 LBS. OHE/DA CONCRETE PRODUCTS RHINELANDER. W (800) 236-3124 SEPTIC TANK - 1028/639 GALLON COMBO 02/09/10 Li t ! II I ! s- y - S . TO T A i . 0 ' f f l A M C H E W • •- G - •^ MC T Z R S Bayfield County, Wl esaE0vsaSE>o3ssjs>ysa@QS533s3!!3 HSaSCuEESOSOQflS CSSSffS338s>OQSBQ i.T^OM-ASiwA'paffij'Hia^gysBgs )iW@!®irea ®a;®@ia aseeeee »i©s@»i@ eeeeew IBS)0 f333S!ffSESS>08S'SQS33W3SESSQ S?6? » @S®l? @aai5BM 8B©@6B W asg5113®«(;®ai9 a®0 ®<^fi@8M asegggg M s^sii? ?»s@isai<i a® 0. !<a@3sa»g@s@®i@ M issgswssesswi a®^-^-•--•-^ ESSSffSssSQOQSSBOOSSSSBIBGSESQ daia5?iE!3a;>083SEB'uKEEia9®Q^Saa?S5B!iS32) EEESSSffSssSBlOQSEBQsEss/saxssessvssssw ftls8«te<gSi®aBs 2/19/2024,10:19:32 AM Rivers Flood Plain Boundaries Active Dec 16th, 2011 J Approximate Parcel Boundary AE = Base fl°°dplain where base flood elevations are provided. Road Type Building Footprint 201 5 """"* Town * Building Private 0.01 SSSEffSESSSOQSSBQQ5K)©<aaaa3SEs 1:884 0.02 0.04 mi 0.02 0.04 0.07 km Bayfield County Land Records Department Bayfield County Zoning Application https://maps.bayfieldcounty.wi.gov/2oningWAB/ 2/19/24, 10:19 AM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfield County Property Listing Today's Date: 2/19/2024 Property Status: Current Created On: 3/15/2006 1:15:46 PM i^ Description Tax ID: PIN: Legacy PIN: Map ID: Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: Zoning: ESN: Tax Districts Updated: 8/2/2021 24032 04-034-2-43-05-18-2 05-002-03000 034101106000 (034) TOWN OF NAMAKAGON S18 T43N R05W W 1/2 OF PAR #3 & W 1/2 OF S 25' OF PAR #2 IN GOVT LOT 2 IN V.673 P.37&38 78H1 2.100 1.995 0 Yes (R-l) Residential-1 123 Updated: 3/15/2006 aa Ownership 1 04 034 041491 001700 ir.»' Recorded Documents B CONVERSION Date Recorded: 3/15/2006 STATE COUNT)' TOWN OF NAMAKAGON SCHL-DRUMMOND TECHNICAL COLLEGE Updated: 2/10/2014 212-419;615-406;673-37 THOMAS 0 & TERRY L JOKINEN Updated: 8/2/2021 M ELLEN WI Billing Address: THOMAS 0& TERRY L JOKINEN PO BOX 577 M ELLEN WI 54546 Mailing Address: THOMAS 0& TERRY L JOKINEN PO BOX 577 MELLEN WI 54546 vt Site Address indicates Private Road 25035 N CASTLE GARDEN RD * Property Assessment CABLE 54821 Updated: 4/25/2013 2024 Assessment Detail Code Gl-RESIDENTIAL 2-Year Comparison Land: Improved: Total: Property History N/A Acres 2.100 2023 169,500 156,900 326,400 Land 169,500 2024 169,500 156,900 326,400 Imp. 156,900 Change 0.0% 0.0% 0.0% https://novus.bayfieldcounty.wi.gov/access/master.asp?paprpid=24032 1/1