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HomeMy WebLinkAbout24-85S Novitch/f2'^ Private Sewage System Maintenance Agreement Owners) Name P^nigd ^ ^ l</ns^n L< Mo^c-^ch Owner(s) Mailing Address ^QQ & la-^^.m^rnl\^^WSiSite Address ' '• 4?^o GaU^^^J1^ CaJb^^L^M.Tax ID #^Wo As owner, I (we) do hereby certily the private sewage system will be installed In accordance with tha certified soil tester's report and approved plans and specificationson file With Bayfletd County Planning and Zoning Department. The system will be operated In such a manner as to meet the designed plans. ! (we) agree to maintain said private system at the below listed location In accordance with rules established In the WlAdm. Code, as from Urns to time amended. (COMPLETE Legal is required) Jownshlp Y.3 N. Range €^0W.|VW 1/4 of SW 1/4 Section. Additional Legal Description: ^<t2>LJO dtoV. S^S'^t \-U.y <^(^ Town of CaUo _ (Acreaga) WjQi<S> Q^ |_ot KA Lot. Lot. .Block_ .CSMA>. Subdivision Vol._Page.CSM Doc # tOZO^ -^H^ DOCUMENT NUMBER2024R-603S30 DANIEL J. HEFFNER REGISFER OF OlLEOS BAYFIELD COUNTY, Wl RECORDED 06, I 0/202.4 AT 8:00 Ai^' RKCORDINO FEE: $30.00 PAGES: 1 4-;^Recording Area Return To:vnPlanning and Zoning pepartment UN In-ground gravity a Mound D In-ground dosed D In-ground pressure distribution Sewage System: D At-grade Sewage System D Other Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of Installation and at least once every three (3) years thereafter unless, upon Inspection by a licensed master plumber or other parson authorized to make such Inspection, the tank is found to have less than one-thlrd (1/3) of the volume occupied by sludge and scum. Pump Chamber (system types B, C, D,and E); The pump chamber shall also be rtnsed and pumped out when the septte tank Is serviced as providedabove. Th® switches and pump controls shall also be Inspected and maintained to ensure operabllity of said components. Septlc Tank Effluent Filter (system types A through E): The septic tank effluent filter shall ba Inspected and [naintalned as necessary and in accordancewith manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by 8P8 383.55, Wls. Admln, Code. Private Sawaae System Dfepersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWTS inspector, or licensed master plumber within three (3) yeare of the date of installation and at least once every three (3) years thereafter to determine w/hether wastewater or effluent from the system is ponding on the ground surface. Mounds, At-arade, and In-around Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and ewObbed If needed whenthe wastewater distribution cell component is inspected as provided above. Ownerfs) agree that failure to comply with this agmement will result in action being taken to pay all charges and costs incurmd by Bayneld Oounty forinspeation, pumping, hauling, or pthBrwisa sefvicing and mBlnlaining the private sewage system tank in such e manner as to prevent or abate anyhuman health hazard caused by the system. Bayfield County shall noVfy the owner of any cosfe which shall be paid by the owner wilhtn thirty (30) days from the date of noffce, /n the event the owner does not pay the costs within thirty (30) days, the owner specifically agmas that all the costs and charges may be placed on fha tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be colleotad as provided by law. The terms and conditions of the agreement shall be binding upon and Inure to the benefit of all current and future owners of such property. Owiier(s) Name(s) - Plea^ Print3)Name(s)-P|ea^Print l_^nK?f A. /^Oj/i-L^ ^r^-^i L.. //oi/;^ zed Owners) - Signaturf(si) "'h7%A . KV^^. ^- n^-^^ Drafted by;^£)«(A NoinU>_ Subscribed and sworn ta before me on this date: 5-21-2-02^ ^(tiWVy Notary Public . ,U-)V^!_ tyCommIssion Expires: ^d Date:S~-21 •~/2o^ ^-2.6 - 20ZS s%pu^..^'\ KkVWWS^ Proofed by: u/forms/sanitary/sepBcmalntenceagwementRevised July 2020 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||£ipd ^Iht^n^rty^urSUant to requirements of SPS 382-384, Wise. Admin. Code. Pursuant to SPS 383.52 (2), Wise. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved man^gernjent plan. i; Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wise. Admin. Code. Maximum DispersaiArea Operating Limits: Design Flow = ^ S^Q ______ gpd; S 220 mgL-1; TSS ^ 150 mgL-1; FOG ^ 30 mgL-1 Inspection Checklist INSPECT EVERY 3 o type of use o age of system o nuisance factors (/".e. odors, user complaints, etc.) o mechanical malfunction (/.e., pumps, valves, switches, floats, etc.) o material fatigue (/'.©., 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 (/.e., exceeding design capacities, prohibited activities, efo.) o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (/.e., pump re-cycling, float switch settings, etc.) o electrical components - if applicable (/.e., wiring, connections, switches, controls, timers, alarms, eto.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure - compare to design specification) o surface discharge of affluent 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, Wise. Admin. Code. - o Effluent filterfs) 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 Wise. Admin. Code. Report any component failure or malfunction to: Name of individual or comDanvr'T^^I^)A S^/lA^A _ Phone: ^7/ ^T'-^^K'^/b TS> Local government unit: ^Ttl^M Cff\if\^ 7/rj\jY[^ Phone: ^ ,^-3-7 '^ -^,3^ Local government unit addressFPO ©06^ U'V^A-K^XjTn , I ^):T. ZIP: ^ ^f??^/ Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wise. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wise. 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, Wise. Admin. Code. ConSincsencv 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, Wise. Admin. Code. Wisconsin Department of Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code Attach complete site plan on paper not less than 81/2x11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print alt information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Page.-L.3 1AY Property OwnerDANIEL A & KRISTEN L NOVITCH County; iBAYFIELD Parcel I.D,04-012-2-43-08-23-3 02-000-10000 Reviewed by Property Location GovL Lot NW % SW % s 23 )£t - ^Date T 43 N R 08 E (or) W Property Owner's Mailing Address2600E10THST Site Address or CSM and Lot #:42340 CABLE SUNSET RD city_MERRILL StateWl Zip Code54452 Phone Number7159?1689'D CityCABLE D Village H Town Nearest RoadCABLE SUNSET RD • I New Constmction IiReplacement Parent maleriaL Use: fl I Public or commercial - Describe: General comments and recommendations: SYSTEM ELEVATION 96.0' Code derived designflow rate450 Flood Plan elevation if applicable. SIZED AT 0.7 GPD -ft. Boring #jBoring 99.25' |Pit Ground surface elev._ft. > 108" >90.25' Depth to limiting factor_in. / elev._ft. Horizon 1 2 3 4 5 Depth In. 0-6 6-12 12-36 36-58 58-108 Dominant Color Munsell 7.5YR 3/2 7.5YR 4/3 7.5YR 4/4 7.5YR 4/4 7.5YR 4/6 Redox Description Qu. Az. Cent. Color Texture SIL SIL SIL GR LCOS s Structure Gr. Sz. Sh. 3FGR 3MSBK 3MBK OSG OSG Consistence MVFR MVFR MVFR ML ML Boundary AW GW AW AS Roots 3F-CO 3F-CO 2M 0 0 Soil Application Rate GPD/Ft2 *Efi»1 0.6 0.6 0.6 0.7 0.7 *EfW2 0.8 0.8 0.8 1.6 1.6 Boring #QBoring 100.0' 'it Ground surface elev._ft. >96" >92.0' Depth to limiting factor_in. / elev._ft. Horizon 1 2 3 4 5 Depth In. 0-4 4-10 10-30 30-66 66-96 Dominant Color Munsell 7.5YR 3/2 7.5YR 4/2 7.5YR 4/4 7.5YR 4/4 7.5YR 4/6 Redox Description Qu. Az. Cont. Color Texture SIL SIL SIL GR LCOS s Structure Gr. Sz. Sh. 3FGR 3MSBK 3MBK OSG OSG A- Consistence MVFR MVFR MVFR ML ML Boundary AW GW AW AS Roots 3VF-CO 3F-CO 2M 0 0 Soil Application Rate GPD/Ft2 *Efl»1 0.6 0.6 0.6 0.7 0.7 *EflW2 0.8 0.8 0.8 1.6 1.6 CST Name (Please Print)KEVIN McKINNEY Address11130 Leonard School Rd Cable, Wl54821 '^_s'r^9^ Date evaluation Condud^d10/20/2023 CST Number224234 Telephone Number 715-798-3494 * Effluent #1 = BOD > 30 S 220 mg/L and TSS > 30 & 150 mg/L ' Effluent #2 = BOD, £ 30 mg/L and TSS & 30 mg/L SBD-8330(R04/21) Boring # Q BoringIS Pit 100.15:^Ground surface elev. 11 ft. Page 2 .,3of. >96". >92.15'Depth to Ijmltina factor ~ ~ In. / elev._ft. Horizon 1 2 3 4 5 Depth In. 0-5 5-10 10-21 21-84 84-96 Dominant Color Munsell 7.5YR 3/2 7.5YR4/2 7.5YR 4/4 7.5YR 4/4 7.5YR 4/6 Redox Description Qu. Az. Cont. Color Texture SIL SIL SIL GE LCOS s Structure Gr. Sz. Sh. 3FGR 3MSBK 3MBK OSG OSG Consistence MVFR MVFR MVFR ML ML Boundary AW GW AW AS Roots 3F-CO 3F-CO 2M 0 0 Soil Application Rate GPD/Ft2 *Ef?1 0.6 0.6 0.6 0.7 0.7 *Ef?2 0.8 0.8 0.8 1.6 1.6 Boring #D BoringD Pit Ground surface elev.-ft.Depth to limiting factor.Jn. / elev._ Hon'zon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 •EW1 *Efl»2 Boring #0 BoringD pit Ground surface elev._ft.Depth to limiting fador.in. / elev._ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Stmcture Or. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *Ef»1 *Efl»2 * Effluent#1 = BOO > 30 S 220 mg/L and TSS > 30 S 150 mg/L * Effluent #2 = BOD, <. 30 mg/L and TSS S 30 mg/L DANIEL A & KRISTEN L NOVITCH 2600 E 10TH ST MERRDLL, WI 54452 715-921-6895 42340 CABLE SUNSET RD TOWN OF CABLE S23T43NR08w PIN 04-012-2-43-08-23-3 02-000-10000 BM NAIL ON WEST SIDE AT BASEOF WHITE PINE TREE 28" DBH SYSTEM ELEVATION 96.0' SIZED AT 0.7 PAGE 3 OF 3 NOVITCH MAY ^/Urt N PROPOSED 3BEDRM 0 40' SCALE 1"=AW 200'+ TO CABLE SUNSET RD NO WELL Bl 99.25'A BM 100.0' 100' PROPERTY LINES > 100' M PAGE 1 OF 4 In-Ground Gravity Plan Index & Cover Sheet ^ ^UU"! Component Manual Design References: i; tn-Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg1 of 4 Pg2of4 Pg3of4 Pg4of4 Index & Cover Sheet Plot Plan Dispersal Area Cross-Section & Plan View Management Plan Attachments:Enclosures: POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description Owner Name(s):P^|^ f\, €^H^i-€/\ L-, f^Q^-id^ Phonef?/^' -^/ - 6-$?$?S- Owner Address: ^QQ IH. /Cf^S-F fY^m li ; UOX/ Zip: ^^^^. Project Address: ^340 CSL^ .^^^^^' ^W)^/ ^^ 5^_S3c^ Govt Lot:1/4 of Township: Qlbl^. Project Parcel ID #: ^^ J^D 9b^0 1/4, Section $Z3 , T_CI3_N-R_^_E | . County: B^-A'€^/J? or W ^ Designer Information Designer Name^LTlA S\i7LfV^ _ Phone:'7^$' ^SS- ,(^'73 Designer Address:/Q^7/N T/AfOH Pf^.6^(^ PCJ^I^, . Zip: .^^3_ E-mail: ' '"TWisspa?eyes?rve'cl for approval stamp. License Number: _ '^<?S30 I Remarks: s space-ri "P.O^^ivw»"w^.t Signature: ^°ys4!l'\i^-\ ^eCon^ Date :5-<^-5^ / Original signatiA^ required on each submitted copy. DANIEL A & KRISTEN L NOVITCH 2600 E 10TH ST MERRILL, WI 54452 715-921-6895 42340 CABLE SUNSET RD TOWN OF CABLE S23T43NR08w PIN 04-012-2-43-08-23-3 02-000-10000 BM NASL ON WEST SIDE AT BASE OF WHITE PINE TREE 28" DBH SYSTEM ELEVATION 96.0' SIZED AT 0.7 PAGE 3 OF 3 NOVITCH ;rt? ./1 .;t ZU^t BM 100.0' N PROPOSED 3BEDRM 0 40' SCALE 1"= 40' 100' /^9^i^>(.[^y'' A ^\ B3 100.15' PROPERTY LINES > 100' M 200'+ TO CABLE SUNSET RD NO WELL GRAVITY Uniform Elevation Trenches with Quick4 Standard-W Chambers 3"ft Trench (down-sizlng credit) r^ }t SOIL COVER I— mid, 12"(lyptea!) t-jLJLJLJ Septla Tant((s) Manufacturer;j^L^s>j2^1 Septlc Tanl<(s) Valunie(a); gal s^^^. gal gal Effluent Flftgr Manufaatursc^co_-^2^<-&c5. EfflusntFlltsr Model #;-.^Z2LSjs^ 12" mm, trench daplll(lyptoal)TYPICAL TRENCHCROSS SECTION VfEVV (No Scale) Qulcl<4 Standard-Ww/ End Cap(typical) System Elevation =^S_. ft (typical) (Show location of Inlet / outlet pipe connection on plan view. ^t- — ^ «-^.— _ _ — -^- — B=3 ^^-» ft (typical) Provide minimum 3 ft separation belwsen trenches, Obssrvattonplpa(typical} Install par manufaclurBr's Instructions. A 1=3,0 ft(typical) INSTALL PER TRENCH: , Quick4 Std-W @ 20 fp EtSA/chamber a 32~^_ ft2 -Qulcl<4 Standard-W Chamber(typical) (mfd by InfiHratorSysisms, Inc.) Inslall pursuani.to manufactursr'G instructions. TVPICAL TRENCHPLAN VIEW (No Scale) sr =' 3 -'' -p> ••=.:: ^»/ - ' "a^&mOd0: -n ^^ Pairs of end caps @ 6''ftz EISA/pair =ft2 = Proposed E18A per trench a <^^^, ft2 Required tnflltratlon Area = x trenches = Proposed Total EISA = Distribution MeffTod; -^£^£^jfife*fla8^-A^235i 104" 4" CAST-A-SEAL TOP VIEW OPTIONAL FLAT COVERIS AVAILABLE FOR EXCHANGEFOR DOME COVER. WLP1000-MR TANK SPECIFICATIONS DIMENSIONS:WALL: 2 1/2" BOTTOM: SEPTIC 3"HOLDING 5" (ADD 1,300 LB.)COVER: 4" MANHOLE: 24" I.D. PRECAST CONCRETE RISERHEIGHT: DOME COVER 61" O.D.FLAT COVER 53 1/4" O.D. LENGTH: 104" O.D. WIDTH: 86" O.D. BELOW INLET: 42" O.D.LIQUID LEVEL: 56" WEIGHT: 6,790 LBS. INLET AND OUTLET:4" CAST-A-SEAL BOOT OR EQUAL GASKET, CAST-A-SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER:WISCONSIN, SEE DETAIL #10(OTHER STATES SEE CHART) LIQUID CAPACITY: 27.83 GAL/IN HOLDING TANK:OUTLET HOLE PLUGGEDACTUAL CAPACITi': 1,085 GALLONS LOADING DESIGN: 8' 0" UNSATURATED SOIL MN TANKS:WILL HAVE ONE VENT OVER OUTLETAND WILL HAVE TWO VENTS IN COVER OVER INLET TANK CAN BE USED AS: SEPTIC/ HOLDING/ PUMP OR SIPHON COVER: MIX DESIGN #8 (NO FIBER)TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS:FOR CUSTOM TANKS CONTACT W1ESER CONCRETE PUMP PAD SIDE VIEW TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS JOB INFORMATION CUSTOMER: JOB NAME: DATE NEEDED: APPROVED BY: lAPPROVAL DATE: >y UJ S- ^P^ ^>a: ^- z 00I TIln3 (N r/~i 0!§in=> (D Q:sI000 <=> <s 0t— Q.LL)10 w SHEET NO. 1 .OF 1 Oph'ona! float switch bracket ^^^I^3;L. ^S^Sf' '•;;'- ^ ^.:a•;'y; ^^^ Handle B'tAubefirter cartridge Dsfiectorpteie '^"^^d^. • .^.f?'? 3&';^1 .'^3 '::'-SI Housing Orenco PSC-Series Biotube Effluent Rlters are designed to remove solids from effiuent leaving wastewater tanks. Orenco's patent-pending PSC-Series Biotube EffluentHiters are used to improve the quality of effluent from wastewater tanks. Improved effluent quality extends drainfield life in onsite dispersal systems and improves the performance of downstream treatment in efftuent sewers. The Biotube filter cartridge fits lightly in the housing while being easy to remove for maintenance. The passively self-cleaning design extends maintenance cycle inten/als. Fiitermesh is available in 1/8in or 1/1 Gin (3.2mm or 1.6mm) mesh opening sizes. The handle can be extended with PVC pipe (not included) for better access to the cartridge. A 3/4in (19mm) diameter tee handle is included. Models PSCS0621-18 and PSGW0621-18 are NSF46 certified. PSGS0621-18, PSCW0621-18, PSGPS0621-18, PSCPW0621-18 PSG DDBS21-18-Q ffeat smteh braeist opt&.n:Bimk = no (loai svnteh biastet insldiedA = flaat s';(Sch bracket tnslalledB = ro'uSftswUiOrmcaM-ssrieslanteAB = float s-.'fltdi brarise! instaSed soil for ussvi8i Oreneo M-EEries taBte Cartridge heght, m (ram;:18 =18 (•557) Rfer huiang height, in (mm):21 =21(333) 6ia (15Qmm)S!fercTameter Oullsttee:V.1 = indadas3d®tsrlBrTil3a3034cBl!sl5 = (ilsS<;!sdu!e40ea86{te Hlermesh cpBon, in (fflin):Blanks 1/8(321P =1/16(1.6) PSC-sais BNuba1 efSusnl fiter %j^ Orenco PSC-Series Biotube Effluent Filter Housing Biotube fiiter cartridge Handle components Defiector plate PVC.ABS Polypropytene, DCPD PVC, stainfess steel ABS Orenco Systems® ° 800-348-8843 » +1 541-453-4449 s wwv/.orflnco.com NTO-FT-FTS-2 fiev.3©OS/Z1 Paga 1 o! 2 Model A. Overall height, in (mm) B. Housing height, in (mm) C. Cartridge height, in (mm) D. Outlet pipe diameter, in (mm) E, Outlet height to invert, in (mm) F. Deflector plate diameter, in (mm) Mesh size, in (mm) Rlter surface area, fi2 (mz)* Row area, fl2 (my PSCS0621-18 22.7 (577) 21.0(533) 17.75(451) 4.5(114) 13.5(343) 6.63(168) 1/8 (3.2) 6.3 (0.59) 1.9(0.18) PSCPS0621-18 22.7 (577) 21.0(533) 17.75 (451) 4.5(114) 13.5(343) 6.63 (168) 1/16(1.6) 6.3 (0.59) 1.9(0.18) * Filter area is deCned as ths total surface aisa a! all indin'dual Biotubes wlhin Ihe lilter cartridge. " Flmvarea Is dalinpd as the toial open area pr area of Itw mesh openings) of all the inilividual Biatubes mthin the Slter cartnVge. NTD-Fr-frS-2 Rev.3©OB/Z1Paga2of2 Orsnco Systems'8 a 800-348-9843 ° +1 541-459-4449 o www.orenco.com Ruth Hulstrom From: Sent: To: Cc: Subject: Attachments: Ruth Hulstrom Monday, July 1,2024 2:48 PM redsseptic715@gmail.com Tracy Pooler Novitch Sanitary Application 20240701144427563_Department of Safety.pdf Ryan, As a follow up from a phone message I left you last Thursday, June 27th. The department is trying to process the sanitary permit application for the Daniel &Kristen Novitch property, Tax ID 9620. See attached application. You did not include the full legal for the subject property. Can you provide this and verify that the department can update the application accordingly? Thanks, Ruth Hulsti-om, AICP | Director Planning and Zoning Department 117 E 5th Street, PO Box 58 Washbum, WI 54891 Phone: 715-373-3514 Fax:715-373-0114 Email: ruth.hulstrom(%bav£eldcountv.wi.8'ov B^yFIBLD 5/20/24, 2:33 PM Real Estate Bayfield County Property Listing Today's Date; 5/20/2024 Novus-Wisconsin Access rev. 12.0206 Property Status: Current CreatediOn: 3/15/2006 1:15:07 PM MAY 2. 3 HW i^l1^2? Description Tax ID: PIN: Legacy PIN: Map ID; Municipality: STR: Description: Recorded Acres: Calculated Acres; Lottery Claims; First Dollar: Zoning: Tax Districts 1 04 012 041491 001700 9620 Updated: 3/11/2020 04-012-2-43-08-23-3 02-000-10000 012112709000 (012) TOWN OF i S23 T43N R08W CABLE NW SW IN DOC 2020R-581428 921 40.000 39.904 0 No (F-l) Foresby-1 * Recorded Documents Q WARRANTY DEED Date Recorded: 3/10/2020 B CONVERSION Date Recorded; G3 TRUSTEES DEED Date Recorded: 9/29/2004 Updated: 3/15/2006 STATE COUNTi' TOWN OF CABLE SCHL-DRUMMOND TECHNICAL COLLEGE Updated: 3/15/2006 2020R-581428 494666 554-343;902-412 2Q04R-494666 902-412 ® Ownership, DANIEL A & KRISTEN L NOVITCH Billing Address: DANIEL A & KRISTEN LNOVITCH2600 E 10TH STMERRILL WI 54452 Site Address * Indicates 42340 CABLE SUNSET RD Bd property Assessment 2024 Assessment Detail Code G6-PRODUCTIVE FOREST 2-Year Comparison Land: Improved: Total; S' Property History N/A Updated: 3/11/2020 MERRILL WI Mailing Address: DANIEL A &NOVITCH2600 E10THMERRILL WI: Private Road Acres 40.000 2023 84,000 0 84,000 L KRISTEN L ST54452 CABLE 54821 Updated: 6/17/2020 Land Imp. 84,000 0 2024 Change 84,000 0.0% 0 0.0% 84,000 0.0% https://novus.bayfieldcounty.wl.gov/access/master.asp 1/1