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HomeMy WebLinkAbout24-73SRequest 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 fl Time Change fl Discrepancy fl Other P �/ s ` �'�ITG Phone Number 1-- __ rYa(Jur� on �` J �= Fax Number a � Q G�y,�,�n �� `�""`� ""w"'6w.�t Email Address Homeowner:lumber.�✓i�LSutGA Immediate Phone Number So Zoning Sanitary 3 s Dept can call you right back (if needed) Permit #: Plumber's Choice Zoning Dept - /..j No inspection(s) during this time Date: ` OK Tuesday (9:30 am - 12:15 pm) (Tracy) Plumber's Choice Zoning Dept Time: 15O PP4-, OK Township: 'O rU w -r i RoadeNam : Road Name: 11 l`�Ol1��Ut tM _6 b f f w or Directions To Site: Comments: ** Plumbers you must verify any change(s) by fax or email ** Notes from Zoning Dept: uttorms/sanftary/requesttorinspectbn Zoning Dept ((94/12/04); 0 June 2023 . �rwnIDtN>4� � w � P8 Industry Services Division General Information Permit Holders Name: Tenk Infnrni finn TYPE MANUFACTURER CAPACITY Prop. Line Well Building Air Intake Road Septic Ti N/A Dosin N/A Aeration , �/ N/A Holding Private Onsite Wastewater Treatment Systems ( POWTS) Inspection Report (Attach to Permit) SARA BALBIN & GARY CRANDALL 46400 BLUE MOON RD DRUMMOND, WI 54832 .epfhark fn• of: CtY Sanitary Pe No: 29 -73s State Plan Transaction ID#: Parcel Tax No: Pump! Siphon Information Pump Manufacturer Pump Model Demand GPM Filter Manufacturer Filter Model TDH Lift Friction Loss Head Total Forcemain Length Dia Dist. To Well ❑isnersal Call Information DIMENSIONS I Width Len th I # of Cells SETBACK FROM Proo. Building Well D 0}iWMb �/ Type of Cell ll/ QC(i �E /f I /?kG Manufacture r. Model Number: Pretreatment Unit Manufacturer: Model Number: Distribution System Elevation Data STATION BS HI FS ELEV Benchmark ggt16 Bldg. Sewer tl� 3 Flo Tank Inlet c,gA S1.R Tank Outlet i1 Q7.7 l Dose Tank Inlet Dose Tank Bottom Inst. Contour Header / Manifold 7, 9. 7,16 Co Distribution Pipe Infiltrative Surface 9(9,5(Q Final Grade X Pressure Systems Oniv Header / Manifold Distributio pe(s) X Hole Size X Hole Observation Pipes Length Dia Length Dia Spa Spacing 0 Yes ❑ No Snil Cnver Depth Over Depth Over Depth of Seeded! Sodded Mulched Cell Center Cell Edges Topsoil 0 Yes 0 No 0 Yes 0 No COMMENTS: (Include code discrepancies, persons present, etc.) r ft. ar4 19/4 Plan revision rrequired? ❑ Yes tion / 2 37/ 3 Use other side for additional infor lion. 7 23 Date POWTS Inspector's Signature License Number CRrI_n71n (R Mllll Property Owner Information BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715) 373-0114 e-mail: zoning@bayfieldcounty.wi.gov Web Site: www.bayfieldcounty.wi.gov/147 SARA BALBIN & GARY CRANDALL 46400 BLUE MOON RD DRUMMOND, W1 54832 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 As you know Bel SI?I74 G 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: 1 Tank was pumped by: C. Tank was crushed I removed and pipes disconnected by: FOR at AM/PM On 7/ .Z f at / (AM /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/sanitarypropertyowner-input Apri12019 o\P�rl1�y t w Ei(E D Department of Safety County . Z' 6 L� is t & Professional Services, Industry Services Division Sanitary ermit ber o be: led in by Co.) -I -wr.,% juN 102021ii Sanitary Permit Application StateTransaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate govettilaentalunit 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 purposes in accordance with the Privacy Law, s. 15.04(l)(m), Slats. 1�i r I. Application Information — Please Print All Information Property Owner's Name Parcel # Property Owners Address Property Location aging IJ �.ua r GovL Lot j SLr '/a Section City, State Zip Number *('�' u-tc. 1Code r 5'U /Pthonnee h —l! y3_ -L-_ V /7 �1)i j%.. T —f 4 N R O7 E o II. Type of Building (check all that apply) Lot # Subdivision Name 0 1 or 2 Family Dwelling —Number of Bedrooms Block# ❑ Public/Commercial — Describe Use ❑Cityof . 0 Village of s' . ❑ State Owned—DescnbeUse CSM Number Town of 1) 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 ❑ Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B' ❑ Holding Tank 4i In -Ground 0 At -Grade ❑ Mound ❑ Individual Site Design ❑ Other Type (explain) (conventional) C. ❑ Renewal Before ❑ Revision ❑ Cbange of Plumber ❑ Transfer to New Owner ist Previous Permit Number and Date Issued Expiration IV. Dispersalrreatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/st)Required Dispersal Area (sf) Dispersal Area Proposed (st) System Elevation 50 ajq qtr �S Capacity in Total # of Manufacturer 2 o Tank Information Gallons Gallons Units _0 2 u v m u New Tanks Existing Tanks y o aU m m 2 ti p isO 6. Septic or Holding Tank •J 0 V Dosing Chamber V. Responsibility Statement -I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Sim MP/MPRS Number Business Phone Number 9 3Q l -71&-s -/h73 PlumbeiM Address (Street, City, State, Zip Code) 1057/Tw Mu4i&QRut R9t14qcA1 u S County/Department Use Only .V -I. q8 Approved ❑ Disapproved Permit Fee Issued Issuing t Si afore � ♦ j I ((2._'4 it ❑ Owner Given Reason for Denial 1 Conditions of Approval/Reasons for Disapproval y Sca- o*kov c add °flag Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 all inches in size SBD-6398 (R. 03/22) SR-OOO76 t (juAi7 xnv i Wisconsin Department of Safety& Professional Services Page f of Division of Industry Services SOIL EVALUATION REPORT 1 Tax Z.D. %4/S4 rD \�PTJ / 6/J2/L In accordance with SPS 385, Wis. Adm. Code County &►i'F7GCb Attach complete site plan on p per-rnrt less than 81/2 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. o4- d/8. z • 44.07—,3j scale or dimensions, north arrow, and location and distance to nearest road. o . drip- 2ocoo o/8 %6¢ yp 1000 Please print all information. v e Date Personal Information you provide maybe used for secondary purposes (Privacy taw, s. 15.04(1)(m)). Property Owner Property Locaton ❑ 5AA?A 64LBIA/ 1 Y2 CRANOAS-r— jGovtLot NOV s. 6C- y s 3/ T 44 N R OZ E(oO vv Property Ownels Mailing Address Site Address or CSM and Lot t City, State, Zip I Phone Number I ❑ City ❑ Village ® Town I Nearest Road f NewConstnx:tion Use: E0 Residential/ Numberof bedrooms o1,E Code deiveddesignflowrate /5d GPD ❑ Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable ft Parent material General comments and recommendations: j Boring# ❑Boring �Ptt Ground surface elev. ft. Depth to limiting factor_ 78 In. / elev. e -n n..-r.-..,i-- Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Or. Sz. Sh. Consistence Boundary Roots GPO/Ft' •Ef #1 •Eff#2 J d -y )Y 244 NA d 2 r»ft c Z -Z' A Is r 9W Jm •7 /.Z 3 z- y Yc k e t — I 1.49-.≤ 5 A S Osy ml fill •- I. Z Boring# ®Boring ❑Pit Ground surface elev. gy' r- Depth to limiting factor %:v in. / elev. �z_ ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz ,Eft#1K*E-fMf#2 3 , 5 /a- 3t YR NQ r ti -S/ ¢ d c5i r 4. 1--71. 5YR 44 NA S e CST NameLP�ease Print) LMOMNfy %�Asnasse.q Sign�e Y3---- CST Number z z-, -/a Address 4Z4Z5 KAv'N60ENRD• Date Eval ation C nducted Telephone Number E,t81t, W/ /5-S$e--ozs-4 ' Effluent #1 = BOD >305220mg/Land TSS >305150 mg/L • Effluent #2= BOO, 530mg/L andTSS530mg/L SBD-8330 (R03/22) pa,a -711(2M os%A S%Q L,31 Boring # ❑ Boring j1Pit Ground surface eiev. S'74t. Page of Depth to limiting factor Sy In. / eiev. A tt. I Snit Aerliratinn RPM ; i jodiz on Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *E 'Eff#2 o •- S '5 '> __________ JV ,51 5bk to Pr W . • f '5 s V .•21 6YR WA 1S 2.s4k mvPr gw 7 ,,z 4-51 .5YR q'• ml '7 1.Z SJ.• it d SYR 4 Nv A c co s rn f — a 1 1 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. It. Snil 1 Annlirsatinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Si. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. I Sail Annilratinn Rats Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff n 4Eff#2 * Effluent #1 = SOD > 30 s 220 mglL and TSS > 30:5 150 mg/L * Effluent #2 = BOD, s 30 mglL and TSS s 30 mglL f * t/tv/co /5/fl Wts? QL '86 —'S' ® cl bb —z9 r Aa7 7 , S£' '66 -/fl 7ioc? `7 c71WA1Mdrhq *0 NMo1 M4c'&' /Y$t>,L'I C'S'as 'mN -1- ,£ lb IL bb dO/ So TT ?1_5's a2uej walsAS :lai po1 :uo1wna13 w; sAS It SS71Y&v/NA(3 :Jaaayjios 1TCl/v ,c&q :jaumo }aauS a[TJo-'d itos vim? PAGE 1 OF 4 In -Ground Gravity Plan Index & Cover Sheet Component Manual Design References: r , 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 Owner Name(s): UtL 3CLQ.hi)'l ljzr2,/21 OOI Phone:'7I S St - 095 � Owner Address:l4infl . (�(1('YA f (Jr llfl4riP Ct k!l2ip: J Y R'2_ Project Address: Govt. Lot: 1/4 of 3E.. 1/4, Section L, T N R_�ZE ❑ or w1] Township: County: _j Project Parcel ID #: 1TL Ln i IF Designer Information Designer Name: fU/Lfl /\ Designer Address: 105i7I tJT?i 7A.Th4eSir1QQ fh,it E-mail: License Number: '%9&,9C I Remarks: Phone:'2-3 O. ZiD: Jai 3 aag J.1Nn00 a,3u)Ava G2AO ddd Xiieuoitipuo3 Signature: Date: )a-10 -9J7 final signature r iced on each submitted copy. I,,mh. i-aus 49 G odowd htor/J.44QS/ gig? C7 773Jr! LQN 35}�7d / N IlNo L N oL 'g6 c/ 'bL ,Ss 66 5 L �g —za _ac -n 9N/tlof/ 7/o� wls &Z8 d 'A 9 aivz P IWIa 4c /fVM41 /?140d A' '&L °f £'S'M/&/ 1' IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) ',jiliffilpl' .illl1lld • • min, 12" (typical) Septic Tank(a) Manufacturer: Septic Tank(s) Volume(s): gal .,_ gal gal gal Effluent Filter Manufacturer: Effluent Filter Model V: Tc 2 2 F .y. 12" min.Irunch 1ePlir (lypia) v' TYPICAL TRENCH ;. CROSS SECTION VIEW �. (EylcalTTd E (No Scale) Provide minimum 3 ft System Elevation = 6-3 t separation between trenches. (typical) Quick4 Standard -W w/End Cap (Show location of Inlet / outlet pipe connection on plan view.) (typical) 11 H R=..L,Z_ft (typical) INSTALL PER TRENCH; Qulck4 Std -W @ 20 fl' EISA/chamber = .2_&&. © fr + [ Pairs of end caps @ Oft' EISA/pair = ft' =Proposed EISA per trench= z�l ft` Observation Pipe (typical) all per msnufaelurols / Instructions, TYPICAL TRENCH PLAN VIEW (No Scale) TA=3.0ft (typical) \—Qulcl<4 Standard -W Chamber (typical) (mid by Infiltrator Systems, Ino.) Install pursuant to menufaoturer's instructions. — Required Infiltration Area = ft' Distribution Method; x _-, „ trenches = Proposed Total EISA = 2-2t ft2 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 = gpd; BOD5 5 220 mgL-1; TSS 5150 mgL-1; FOG 530 mgL-' Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (Le_ 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 (i.e., 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: �l Phone: �/7lS S?"1€i7 Local government unit: �2 ?( 7 Phone: /iS-373 -'tsii3 Local government unit address: Po 13 C � W S tt}l -) U.1, .I i,Q_i� ZIP: S y `� 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. IFILTRATOR tanks The Infiltrator IM -540 is a lightweight strong and durable septic/pump tank. This watertight tank design is offered with Infiltrator's line of custom -fit risers and heavy-duty lids. Infiltrator injection molded tanks provide a revolutionary improvement in plastic tank design, offering long-term exceptional strength and watertightness. Dui,; 02024 IM -540 Features & Benefits • Strong injection molded polypropylene construction • Lightweight plastic construction and inboard lifting lugs allow for easy delivery and handling • Integral heavy-duty green lids that interconnect with TW" risers and pipe riser solutions Structurally reinforced access ports eliminate distortion during installation and pump -outs • Reinforced structural ribbing offers additional strength • Can be installed with 6" to 48" of cover • Can be pumped dry during pump -outs • Suitable for use as a pump tank or rainwater (non -potable) tank • No special installation, backfill or water filling procedures are required No special water filling requirements are necessary The tank may be backfllled with suitable native soil. See installation instructions for guidance. Protecting the Environment with Innovative Wastewater Treatment Solutions INFILTRATOR` IM -540 General Specifications and Illustrations The IM -540 is an injection molded two piece mid -seam plastic tank. The IM -540 injection molded plastic design allows for a mid -seam joint that has precise dimensions for accepting an engineered EPDM gasket. Infiltrator's gasket design utilizes technology from the water industry to deliver proven means of maintaining a watertight seal. The two-piece design is permanently fastened using a series of non -corrosive plastic alignment dowels and locking seam clips. The IM -540 is assembled and sold through a network of certified Infiltrator distributors. Must be backfilled and installed in accordance with Infiltrator Water Technologies, Infiltrator IM -Series Septic Tank General Installation Instructions and for shallow ground water conditions reference the Infiltrator IM - Series Tank Buoyancy Control Guidance. Please visit www.infiltratorwater.com/images/pdf/ ManualsGuides/TANK01.pdf for the latest information. Total Capacity 552 gal (2090 L) Length 64.9" (1648 mm) Width 61.7" (1567 mm) Height 54.6" (1387 mm) Maximum Burial Depth 48" (1219 mm) Minimum Burial Depth 6" (152 mm) Maximum Pipe Diameter 4" (100 mm) Weight 169 lbs (77 kg) r INFILTRATOR" 4 Business Park Road P.O. Box 788 OM Saybrook, CT 06475 860-577-7000- Fax 860-577-7001 1.800-221-4436 www.inliltratoywateccom CONNECTION TOP VIEW LTYP.i END VIEW SECTION A -A' CONTINUOUS GASKET TANK TOP HALF SIAM CUP TANK INTERIOR ALIGNMENT oowa TANK BOTTOM HALS MID -HEIGHT SEAM SECTION DETAIL 'PAP 'EKING r11F1 LOCKING NU U.S. Patents: 4.759.661:5.017.041: 5.156.486:5,336,017; 5.401,116:5,401.459; 5.511.903; 5,716.163:5,586,776; 5,839.854 Canadian Patents: 1,329.959;2,004.564 Other patents pending. I.M,,,, r, Equalw, Ouick4, and Sidewinder are registered trademarks of Inl ator Water Technologies Infiltrator e a registered trademark in France. Infittor water Technologies is a registered trademark in Mexico. Contour, s a I,ao arhvlg, Polyif, CInc. TUSpaceri a PosiLock, to ckCut, OTITE, ay, snepLock and shayhtLock are trademakl¢ of Infltrator Water Technologies. Polylok is a trademark of PolyLok, Inc. TUF-TITS is a registered trademark of TUF-TITS. INC. Ultra -Rib is a trademark of IPEX Inc n 2013 Iniitrator Water Tecirwlogies, LLC All rights reseved. 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(ww) w'1Janw of IAA 18PO 3 (VLL)S"V ( L0S"t (ww)w"elawelpadlapno-a (L5V) SELL (!St) SELL (ww) ul 146lay abpppe0.0 (£ES) (FLZ t££5) 0'LZ ) ul lay 6ulsnoH'8 (115) L2Z ILLS) L1J LZZ (ww) ul yflay IlE1eAO V 8L-LZ9oSd0Sd 8L-LZ90SOSd jepu�: 4 ij 3 4 0 I • 6/10/24`9:35 AM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfield County Property Listing Property Status: Current Today's Date: 6/10/2024 Created On: 3/15/2006 1:15:19 PM 4 Description Updated: 1/25/2010 Ownership Updated: 7/14/2009 Tax ID: 14154 SARA BALBIN DRUMMOND WI PIN: 04-018-2-44-07-31-4 02-000-20000 GARY D CRANDALL DRUMMOND WI Legacy PIN: 018104501000 Map ID: Municipality: (018) TOWN OF DRUMMOND SIR: 531 T44N R07W Description: THAT PART OF NW SE IN V.523 P.68 320 Recorded Acres: 10.370 Calculated Acres: 10.815 Lottery Claims: 1 First Dollar: Yes Zoning: (R-2) Residential -2 ESN: 112 1 Tax Districts Updated: 3/15/2006 04 018 041491 001700 a Recorded Documents ® CONVERSION Date Recorded: STATE COUNTY Billing Address: Mailing Address: SARA BALBIN & GARY D SARA BALBIN & GARY D CRANDALL CRANDALL 46400 BLUE MOON RD 46400 BLUE MOON RD DRUMMOND WI 54832 DRUMMOND WI 54832 P Site Address * indicates Private Road 46400 BLUE MOON RD DRUMMOND 54832 ® Property Assessment Updated: 8/9/2021 2024 Assessment Detail Code Acres Land Imp. G1 -RESIDENTIAL 2.000 185,000 220,200 G6 -PRODUCTIVE FOREST 8.370 14,200 0 TOWN OF DRUMMOND SCHL-DRUMMOND 2 -Year Comparison 2023 2024 Change TECHNICAL COLLEGE Land: 199,200 199,200 0.0% Improved: 220,200 220,200 0.0% Updated: 3/15/2006 Total: 419,400 419,400 0.0% 523-68 LW Property History N/A https://novus.bayfieldcounty.wi.gov/accesstmaster.asp 1/1