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HomeMy WebLinkAbout25-7S McKinneySS- <sc>SOl^Department of Safety & Professional Services, Industry Sen^s|Hgsgij j g 4QlffiSanitary Permit Application ^ ^ 1 1 ,0% In aucordanci; wilh SI'S 383.21(2), Wis. Mm. Coili;, submiiiiiion oflhis roim to llie apppipniilc goyeramcnul unil is required prior u> obtaining a .sanitary pcrmil. Note: Applicalion forms for slale-owni.^ll&'rofeSSi^.sAwjinxj ((idri the Department ul'Satuiy and Professional Services, Pcr.stmat infonnalion you pnivitle may be used for secondiify H'<. puipwes in nccordiincc wiih the Privacy Law, s. 15.04(l)(m).j;jats. I. Applfeatiun Information - Please Print All Information Property Owner's Name .^ilUfn,a^ €¥.^ m- A\/1i(;inn<4 ^^n^^'Tn^-I'rupcriy Owner's Mailing AddressR) '^ SM-Cily, Si;i!u Cahtf .(^r II. Type of Buifdjng (cheek all that apply) 0 I or 2 Family Dwelling-NunibcrofBcdronins D Public/CfintDierciat - llccen'bs: Use Q Stale Owned - Describe U.se _. Zip Code5- ^w Phone Number 11^^33/y i..ot a J_Block ';• CSM Number•^^' County {/)fuJ^.^A fi!Sanitary Pcnnit Mumber do be niled in by Co.) 12S--1S ilc Transaction Number jwt Address (.irdilTercnlihan mailing address;75' jf^d^wc/ /?j| Parcel S 0^- C i^ --?.-4 4-C-7" y^'<4 <?5 - f.'w ^ ~ ^Q.CZOCLProperty Location aovi. 1.01 '4. Section _^_'i •l-.-^-N R ^7_ Eoi^f) Subdivision Name a Cily of_._ D Village of _ •^ Town of. .'^-Us£)&^'^Sr~y\(JI. IH. Type ofPOWTS Permit: (Check either "Ncn" or "Rcplacerocnl" and other applicable on line A. Check one box on line B. Complete line C ifj applicable.) A..Ncv.-Sysicm U Rcplaecnwnl System U Other Modiiicalion in l:xi.<ilin{i Sysiem (explain)D Adilitiona! f'rciroauncnt Unit (e.'tplain) B.D Holding 'lank In-Ground (conventfonnl) D At-GrdA c.D Renewal lic!'nn; lixpiration a Ruvisinn D Change ot' Plumber U Mound a Individual Silc Design a Oiiicr Type (cxptain) a Tran.'ifcr to New Owncrl|Lis( i'rcvi<iu.< I'crmil Numbvr and Date Issued IV. Di'spersai/Trcatmcnl Area and Tank Information: Design Flow (gpd) -^2- Design Soil Applicaiiun Ralcfgpil/st") -^z- Dispersal Arcu Rct|ilired (sO^^Dispersal Area Proposed (st)As System {-lcvaiitinJ^ Tank Intbnnatioi] Capacity in Gallons New Tanks Scpltt <x Hulding T.ml>X (:n.<lin.u1;in(.s Oailuni. 7^Q 'of Unii.s / Miuiufaclurcr 15 <^<>> .s •=Slv. V.II Dujiitta Chamher V. Respun.'iibitHy Statement- I, the untIcrsiRiiL'd, nssunn: responsibility fnr Insfcillaliitii of (hi; POttTS shown un the attached plans. Number's Name (l*rin0 -a-Ste^l-^A Pluinbor's Signature • /: /" ^y-L MP/MPKS Number Business Phone Numbur -W-^d/ 1-7/s-^S^-^Z: Plumbfr's Addnis:; (Sircct. City. Siaiu. Zip Code) f()57/NTi VI. County/DepartmcntUseOnly ^•ufL !?/•). ^&//^^//^r:5t/< Approved 0 DKapprovcd D Oi\'ner Giwn Reason far Dfiiial I'emiit Fee4oo^ I zlis^Dale l?.<ucti Issuing AgL-iftjSi.')l •L-^.-'" Conditions oFApproval/Reasons for Disapproval $>€£- <^<^r'<^ Attach l» complclc phn> for the s»i»cm and submil lo (In- Cutinl.v onl.v un paper not lcsi thnn S l;I» II fnchei! in size SBD-6398(R.03.'22) PAGE 1 OF 4 In-Ground Gravity Plan Index & Cover Sheet 0 is new g w Component Manual Design References:In-Ground Soil Absorption for POWTS Version 2.1 (May 2022-2 I FEB 1 'i 2025 Reld Co. Zoning Dept Pg1 of 4 Pg2of4 Pg 3 of 4 Pg4of4 Index & Cover Sheet Plot Plan Dispersal Area Cross-Section & Plan View Management Plan Attachments:Enclosures: POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description ^i tU^ryv, ^. < /3^c<. ^,/ m^^fM^. ^,^ ^,^ ^ ^ /. .Owner Name(s): F-^f^z.lb^ '7/u?->^ L/Phone: V/b -/9r^-^^ Owner Address: 'p?/J Py/y ^ ^tblf, 0^-. Zip: S(/(<<^/ Project Address: JL-J77<S~' ^JUAA<^ /?^- J/4 of_1/4, Section .'?$Z>, T ^^ N-R6?7El_|or WGovt. Lot: Township: 'T3?r{JLf/\rYs^rs/v£ _ County: S^lLf£i^£cS- Project Parcel ID #: CN-^—^-44"-CT7-%-y 0^-fT)Li-'SOOnn Designer Information Designer Name:"T^v^^ S^WvJ _ Phone: '7/S"-5~T^' /^ 7J? Designer Address: M^7//M T/n^Y\ 'JMU^hlO/ ^^1^9. Zip: f^§<<-S E-mail: "-- ' '" - ' ^^M^^?^.^ License Number: ^7^^^»/ Remarks: Signature:Date: 3-/^k-c%r ftiginal signature required on each submitted copy. 0-' V^ILLIAMB McKINNEY ANDREVOCABLE TRUSTPO BOX 97CABLE WI 54821 715/798-3314 PARCEL LOCATED ATLOT 1 CSM 2365S32T44NR7WTOWN OF CABLE PIN 04-0! 8-2-44-07-32-4 05-004-50000 BM TOP OF A 1" IRON PIPE THAT IS 40" TALL SYSTEM ELEVATION RANGE 98.35' TO 96.50' SIZED AT 0.7 SCALE1 "=40' 0'40' j PAGE 3 OF 3 McKINNEY DTitiAi" FEB 1 > 2025 Reki Co. Zoning Dep^ PROPOSED 2 BEDRM NO WELL BM 100.0' lf ' IN-GROUND GRAVITY DISPERSAL. AREA Uniform Elevation Trenches with QuicM- Standard-W Chambers 3-ft Trench (down-sizing credit) SOIL COVER Sepllo Tanl<(g} Manufacturer; 7^6 gal Ssptlo Tanl<{s) Valuma(s); fial .—.gal , gal Efflusnt Plltec.Manufgotufor; jS-^LSf'L^^&^-^^CL^^-Ij^L^L-^. EffltiBnt Flttsr Modal ffi £Zj^J&.3»^ 1Si» mlnjrenchdaplh(typinol) .d '"i TYPICAL TRENCHCROSS SECTION VIEW (No Scale) Qutol<4 Standard'Ww/EndCsji(lyplcal) System Elevation =jjL;PL. ft(typical) (Show location of Intel-/ outlet pips connsctlon on plan view,) Provide minimum 3 ft saparatlon between trenchss. Obaarvatlon.Plpo(lypteil) Install par ninnufaclnroi'sinstruolloni). I-"' • "!' • •• •" B= J^L. n (typical) INSTALL PER TRENCH; ^,,/^,,,,.,, Qy|cl<4 Std-W @ 20 tf EISA/ohamber s ^.^, ft8 + n.a.n/^r,., Pairs of end caps @ 6''RZ EISA/pair = ^^j£— ft8 TYPICAL TRENCHPLAN VIEW(No Scale) A a 3.0 ft(lyploal) -Qulck4 Standard-W Chamber(typical) (mfd by InflllrBlorSyslsniG, Ina.) Inalall purouonUo manuraoturor'B Instrucltano. n "03-s* ^^ 0 JS~3'! ^rV. ^ N ,_.- -^;, I- § SCBr'l <a ^ r^,^ 1- •,—5J C;3 —.cuI ^a.0 *-"-' = Proposed EISA per trenoh " 2sJajL ft" Required Inflltratlon Area == ^sSL, ^ Disfributlon Method; ^ »^^» trenches = Proposed Total EISA s ^£j2^ ^^&^£^5s^^£^^ In-ground Gravity Management PlarN !il b i! Itill E-c'u ' •. ?n?^ \ulIMPORTANT: ii^i rL!J ' ' ^'^J '" The owner of this in-ground gravity system shall be responsible for its perpetual operation and maifttSriince^ifrSiiiyri^tb 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 management plan. 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 Dispersal Area Operatinfl Umits: Design Flow = 30° gpd; BODs 5 220 mgL-1; TSS £ 150 mgL-1; FOG 5 30 mgL-1 Inspection Checklist INSPECT EVERY 3 YEARS 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 (Ae., 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 (/.e.. pump re-cycling, float switch settings, ete.) o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, ete.) o distribution lateral or lateral orifice plugging (measure lateral distat 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(sl 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-thlrd (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 filterisl 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 IndWual or company: RYAN STRAND _ ?,„„, 715-558-1673 Local government unit: Bayfield County Zoning _ phone: 715-373-6138 Local government unit address: PO BOX 58 Washbum, Wl _ ZIP: 54891 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. Continaency 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. SP-- oQ2,o-) $;v;''' *'''<''' Wisconsin Department of Safety and Professional Services '•'.:. Division of I nrti istrv SRn/ii !';i 6'Dhrision of Industry Services 0 iimm I FEB 1 -i 2U25 lui 1 .3Page_of. V7S SOIL EVALUATION REPOF%yf,eid Co. Zoning Dept 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 all infonnation. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1 )(m)). CountyBAYFIELD Parcel 1.0. 04-018-2-44-07-32-4 05^)04-50000 Reviewed by Date Property Owner WILLIAM B McKINNEY & BEDA M McKINNEY REVOCABLE TRUST Propeny Location Govt. Lot V*%s32 T44 NR07 ^—E E (or) W Property Owner's Mailing AddressPO BOX 97 Site Address or CSM and Lot #:LOT 1 CSM 2365 CityCABLE StateWl Zip Code54821 Phone Number7157P8331 D City D Village B TownDRUMMOND Nearest RoadMCKINNEY RD • I New Constiuction lent Parent material. Use: !•! Residentii Public or commercial - Describe; General comments and recommendations: SYSTEM ELEVATION RANGE Flood Plan elevation if applicable. 98.35' TO 96.50' SIZED AT GPD -ft. 0.7 L]1 | Baring #Qeoring 102.50' I • |Pit Ground surface elev._ft. >108" >93.50' Deplh lo timiting factor_in. / elev.._ft. Horiion 1 2 3 4 Depth In. 0-3 3-10 10-46 46-108 Dominant Color Munsell 7.5YR3/3 7.5YR4/3 7.5YR 4/4 7.5YR 4/6 Redox Description Qu. Az. Cont. Color Texture SL LS s s Structure Gr.Sz. Sh. 3FGR 3MSBK OSG OSG Consistence MVFR MVFR ML ML Boundary AW cs cs Roots 3VF-CO 2F-CO 1M 0 Soil Application Rate GPO/Ft2 *Efi#1 0.6 0.7 0.7 0.7 •Eff#2 1.0 1.6 1.6 1.6 Boring H QBoring 99.85' 'it Ground surface elev. ft. >84" :>S2-85- Depth to limiting factor_in. / etev._ft. Horizon 1 2 3 4 Depth In. 0-5 5-18 18-36 36-84 Dominant ColorMunsell 7.5YR 3/3 7.5YR 4/3 7.5YR4/4 7.5YR 4/6 Redox Description Qu. Az. Cont Color Texture SL LS s s Structure Gr. Sz. Sh. 3FGR 3MSBK OSG OSG Consistence MVFR MVFR ML ML Boundary AW cs cs Roots 3VF-CO 2F-CO 1M 0 Soil Application Rate GPD/Ft3 •EB»1 0.6 0.7 0.7 0.7 •Eff#2 1.0 1.6 1.6 1.6 CST Name (Please Print)KEVIN MCKINNEY CST Number224234 Address11130 LEONARD SCHOOL RD CABLE Wl 54821 Date Evaluation12/28/2024 Telephone Number715-798-3494 ' Effluenl #1 = BOD > 30 £ 220 mg/L and TSS > 30 si 150 mg/L • Effluent #2 = BOD, < 30 mg/L and TSS s 30 mg/L SBD-8330(R04/21) Boring # QBoringa pit 101.40' Ground surface elev._ft.Depth to Bmfting fa( Page_;.<rf. >96" >93.40- jn./elev._ft. Horizon 1 2 3 4 Depth In. 0.5 5-18 18.38 3&-96 Dominant Color Munsetl 7.5YR3/3 7.5YR4/3 7.5YR4/4 7.5YR4/6 Redox Description Qu. Az. Cont Color Texture St LS s s Structure Gr.Sz.Sh. 3FGR 3MSBK OSG OSG Consistence MVFR MVFR ML ML Boundary AW cs cs Roots 3VF-CO 2F-CO 1M 0 Soil Application Rate GPD/FP *E<»1 0.6 0.7 0.7 0.7 *Ef»2 1.0 1.6 1.6 1.6 Boring #D BoringD Pit Ground surface elev.__ft.Depth to Rmih'ng factor.jn./elev._-ft. Horizon Depth In. Dominant ColorMunselt Redox Description Qu. Az. Cont Cotor Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/R2 •EfflM "Efl»2 Boring #D BoringD Pit Ground surface elev._-ft.Depth to limiting factor.jn./elev._-ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Cotor Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ff *Effl»1 •Effiff2 * EfRuent #1 = BOO > 30 S 220 mg/L and TSS > 30 S 150 mg/L * EfBuent #2 = BOD. S 30 mg/L and TSS £ 30 mg/L WILLIAM B McKlNNEY AND BEQA M McKINNEY REVOCABLE TRUSTPC BOX 97CABLE Wl 54821 715/798-33 ]4 PARCHLLOCATUDAT LOT 1 CSM 2365S32 T44N R7WTOWN OF CABLE PIN 04-018-2-44-07-32-4 05-004-50000 BM TOP OF A 1 •• IRON PIPH THAT IS 40"TALL SYSTCM ELEVATION RANGE 9835' TO 96.50' SIZED AT 0.7 PAGE 3 OF 3 pKINNEY[j en (I FEB 11 2025 LCo. Zoning Dept SCALE I "= 40' 0'40' ;^%/:^9^31 PROPOSED 2BEDRM NO WELL 102' PROPERTY LINE BM 100.0' n.n-n 'uvr; tu0;c:<=0:^' •— 00 1.^.1 -^ •J;~>C^JC3 ->-J t'y'-s ^c'iP'J '^(0 ^^CAST-A-S ^ FILTER ORBAFFLE SEAL 4" CAST-A-SEAL TOP VIEW OPTIONAL FLAT COVERIS AVAILABLE FOR EXCHANGEFOR DOME COVER. WLP750-MRTANK SPECIFICATIONS DIMENSIONS:WALL: 2 1/2"eonoM: 3'COVER: 4"MANHOLE; 24" I.D. PRECAST CONCRETE RISERHEIGHT: DOME COVER 61" 0.0.FLAT COVER 53 1/4" 0.0. OUTSIDE OIAMETCR; 84" 0.0.BELOW INLET: 42" 0.0.LIQUID LEVEL; 37"WEIGHT: 6,150 LBS. INLET AND OUTLET:4" CAST-A-SEAL BOOT OR EQUALCASKET, CAST-A-SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER:WISCONSIN. SEE DETAIL if\0(OTHER STATES SEE CHART) LIQUID CAPACITY: 20.28 GAL/IN HOLDING TANK:ACTUAL CAPACirr: 790 GALLONSOUTLET HOLE PLUGGED LOADING DESIGN: B' 0" UNSATURATED SOIL MN TANKS:WILL HAVE ONE VENT OVER OUTLET AND WILL HAVE TWO VENTS IN COVER OVER INLET. TANK CAN BE USED AS; SEPTIC/ HOLDING/ PUMP OR SIPHON COVER: MIX DESIGN fS (NO FIBER)TANK: MIX DESIGN ffW (STRUCTURAL FIBER) CUSTOMIZED TANKS:FOR CUSTOM TANKS CONTACT WIESER CONCRETE n PUMP PAD SIDE VIEW TANKS ARE MANUFACWRED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS JOB INFORMATION; CUSTOMER; JOB NAME: DATE NEEDED: APPROVED BY: IAPPKOVAL DATE: ^.^\^<1 uug s«? 108m£ ^s00 ^ ins oin2 I0pxdb < 8K =) 0mr>. < u£ §@ ?t/> USec SHEET NO.>? PSG-Series Biotube® Effluent R I Opgona! float switch bractel Handls BiiAubeSiter cartrafee DsSecicrpSafe •::i: .''y ^'f"S .-..>>1 •"^ .•' ::i - :^ r...- °&-^~ .:..'ly^.-e--^"- Hsusins H FEB 1 -12025 Orenco PSG-Seriss Sio&ibs Kiusrt l;%ar3 ^^^i^to^^Qgpt solids from effluent feafins wasis^aterfan^3^ Orenco's paient-pending PSC-Ssri^ BiEHube BHuem Hiters are used to improve the quality of efikiert from wastewater tarts. Improved eifluent quaiiy extends ffiainSsld life in onsite cfispefsai systems and improves frie performance of doymstrearo treaimsnt jn efrluent sswsrs. Tne Bi'otu&s fflterrariridge fits tigbfiy in ihe housins white bang sasy to remove for maintenance. The passweiy sslf-cfeaning (fea'gn extends mamtsnsnce cyc'e frisenals. Rta' mesh is a'fflifable m 1/8in or l/ISh (3.2mm or 1.6mro5 mssh opening sizes. Tne handle can te exiended with PVC p^se (not indudeo) for beiter access to the cartridge. A 3/4in (19mm) diameier tee handle fe includeci. Models PSGS0621-18 and PSCWOB21-18 are MSF46 certified. PSCS0621-18. PSCW0621-1B. PSCPS0521-18. PSCPV%621-1S PSG D D 08 21-18-DTTTTTTR:RiSSa'febtas&ai'cptiu:Sssk-s TiaBaasT.aAtesietiss!S2flA a.aEtssSBhisaagtasidteaB a (c-usanii&OrecaM-satelaitefB =• fteleiasbfczsiHtEiazSa'satferisst^h QSSSQ ?ii-©^ssteEh$ i CsBifaa)»8te.h(iaa):ie=fB(^57) Bsftesssng kseh>. 'si (sesi'f.21 » 21 (52^ 16& psSgisftgaar&msier Cirtess:V = :sdaisaigiErferwt3024EA'£*5 = Ss&ts&SfSScsSStK i FaS'?s!;C?giB.i!!(R5S1i:Sb&= US&2)P =':nsi.'i:Q FSC-seis Sa-As-- sgiisal &.- '.3 0/snco PSC-Series B«M? Effluent Rltsr Hffiisino BiofaiiefSter cartridge Handle components DeSeciorptefe pyc.Ass PotyprOB'fene.DCPO FVC.stsMesssSeel ABS OrancoSystans0 • SGO-348-SSi3 • +1 541-45S-W9 o wwui.oranco.coro MTiMT-FIS-Z fle".3©06/21Pasetofz ^renco> @ EEIII!ijj!!!} FEB ^ , zu^;} !ui Ba^eid Co. Zoning Usp8 Modes A-096ra!lhs&hS,m{mm) B. Housing height, u-i (mm} C. Cartrtdgs height, in (mm) D. Outtet pipe diameiBr, in (mtn) £ Oullet height to inrert, hi (mm? F. DsSestorpiaie diameter, in {mm} Mesh size, in (mm) Rtter suifece area, ^ (m^ Roy; area, fP{miy~ PSCS0621-18 22.7 {57^ 2-i.O (S3) 17.75 (451) 4.5(114} 'i3.5{243) 5.63 (168) 1/8 (3.2} 6.3 (0.59) 1.9(0.-ifij PSGPSOS21-18 22.7 (577) 21.0^33} 17.75 (451) 4.5 fl14} 13.5 (343) 6.63 f) 68) 1/16 fi.S) 6.3 (OS9) 1.9 (0.18) '•KlB0^&^!»^^toh^sa!Ssxsmc'^'sg»!WB!<»s^ma^'iiawts-czar.!!sf. '.s?iSs&ycss&S9. MB-FT-FIS-2Rev.3@ce/ziPsge2or2 Orenco Systems3 « 800-34S-SB43 " -^ 541-W9-4449 ° www.orenco.GBm >1 * 2/11/25,12:16 PM Real Estate Bayfield County Property Listing Today's Date: 2/11/2025 Novus-Wisconsiri Access rev.,12r0?0,6 ^,ni i? ffi !S iS ly I '••S6' Description Tax ID: PIN: Legacy PIN: Map ID: Municipality: STR: Description: Recorded Acres; Calculated Acres: Lottery Claims: First Dollar: Zoning: ESN: ^ Tax Districts 1 04 018 041491 001700 Updated: 2/3/2025 39417 04-018-2-44-07-32-4 05-004-50000 (018) TOWN OF DRUMMOND S32T44NR07W LOT 1 CSM 2365 OESC IN DOC 2024R-604771 (WILLIAM B MCKINNEY & BEDAM MCKINNEY REV TRUST DTD2/14/2017) 6.420 0.000 0 No (R-l) Residential-1 112 Updated: 10/4/2024 STATE COUNTT TOWN OF DRUMMOND SCHL-DRUMMOND TECHNICAL COLLEGE D)j)! I Property Status; Current FEB 1 l ^0(??e^s[Ion;lo/4/202411:23:45AM -l ownersfcfp;id Co. Zoning DGpi. WILLIAM B & BEDA M MCKINNEY REVTRUST Updated: 2/3/2025 CABLE WI Billing Address: WILLIAM B&BEDAM MCKINNEY REV TRUST14805 MCKINNEY RDPO BOX 96CABLE WI 54821 Mailing Address; WILLIAM B & BEDA M MCKINNEY REV TRUST14805 MCKINNEY RDPO BOX 96CABLEWI54821 Site Address * indicates Private Road 14775 MCKINNEY RD * Property Assessment 2025 Assessment Detail Code Acres N/A CABLE 54821 Updated: N/A Land Imp. 2-Year Comparison Land: Improved: Total: 2024 0 0 0 2025 0 0 0 Change 0.0% 0.0% 0.0% * Recorded Documents Updated: 3/15/2006 Q CERTIFIED SURVEY MAP Date Recorded: 9/19/2024 Q WARRANTY DEED Date Recorded: 5/10/2024 Q QUFT CLAIM DEED Date Recoaled: 1/4/2013 0 CONVERSION Date Recorded: B PERSONAL REPRESENTATIVES DEED Date Recorded: 12/31/1986 Q QUIT CLAIM DEED Date Recorded: 2024R-604771 2024R-603208 2013R-547575 1098-746 445-318 367929 445-318 Property History Parent Properties 04-018-2-44-07-32-4 05-004-40000 Tax ID 14184 HISTORY S Expand All History White=Current Parcels Pink^Retired Parcels S Tax ID: 14184 Pin: 04-018-2-44-07-32-4 05-004-40000 Leg. Pin: 018104803000 39417 This Parcel "t" Parents -^Children https://novus.bayfieldcounty.wi.gov/access/master.asp 1/1 Private Sewage System Maintenance Agreement Owner(s)Name h/ifff^^ Q. l^Q.j^-^e^ ^^ ^^.fn-f^kf^^ ^o'oc^/eTe^iOwner(s) Mailing Address PO ^RJC ^ C^G , klT W2.1 Site Address m 7s- Hl^^^A (^l. ^umni6MJ .(ilT^95>z| Tax ID #3W1As owner, I (we) do hereby certify the private sewage system will be installed in accordance with the certified soil tester's report and approved plans and specifications on file with Bayfield County Planning and Zoning Department. The system will be operated in such a manner as to meet the designed plans, I (we) agree to maintain said private system at the below listed locafon in accordance with rules established in the Wl Adm. Code, as from time to time amended. (COMPLETE Legal is required) J/4 of_1/4 Section 3 2. TownshiD"^" t-/t/ N. Range /? 7 W. Additional Legal Description: LOT ( OF ^^fle\A (jsurJT^ G Town of A)^.arr->rj\'6(h-ld (Acreage) to •4.2L GovtLot 'H Lot. Lot. .Block.Subdivision ?^-CSM# SBbAvol. \ 3 Paae^^: CSMDoc# ^o2.4 R-<o0^7|7( DOCUMENT NUMBER2025R-606540 DANIEL. J. HEF-F-NER KfcGISTFR Of- DfcEDS BAYFIELD COUNTY, Wl RECORDED 02// 1 1 ,2025 AT I :53 PM RECORDING FEE: $30 00 PAGES:1 Recording Area Return To: Planning and ^n|^g Peffa^tTle\ FEB 1 7 2025 BayfieJ.d C*a Zoningpep''jsWbutibn Sewage'Sys'tem:In-ground gravity D Mound a In-ground dosed D In-ground pressure dis At-grade Sewage System Q Other SeoBc Tank (system types A through E): The sepfa'c tank shall be pumped by a certified septage servicing operator within three (3) years of the dale of installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make such inspection, the tank is found to have less than one-third (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 rinsed and pumped out when the septic tank is serviced as provided above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components. Septic Tank Effluent Filter (system types A through E): The sepUc tank effluenl filter shall be inspected and maintained as necessary and in accordance wth manufacturer's specifications. Rlter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewage System Dispersal 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) years of the date of installation and at least once every three (3) years thereafter to determine whether wastewaleror effluent from the system is ponding on the ground surface. Mounds. At-arade. and In-around Pressure Svslem Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewater distribution cell component is inspected as provided above. Ownerfs) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazard caused by the system. BayTield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days. the owner speciTically agrees that all the costs and charges may be placed on ths tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided by law. The terms and conditions of We agreement shall be binding upon and Inure to the benefit of all current and future owners of such property. sw»w\K2>Owner(s) Name(s) - Please P/int. un n •A.^ &• »^\Q^<^M€.y ^{_'z-tlc>Tf £ 3€<4p» fn. rA<4</r^e^ T^s-t€<r Subscribed and sworn to before me on this date: ^\/IA*-^_^y, 2025 /^ .' ^^1 ^\ ^?@%^\\ Notarized Owners) - Signature(s) U}dU^^ Q • ^GA^ft&^^W. <1 l^ltty Comn}6sid(| Expires: IQi^^'Z^ Drafted by: LU^.(iiUnte s'-^-lo^S- Proofed by: uffonns/sanltary/sepBcmaintenceagreemBntRevised July 2020 2/20/25, 3:11 PM BAYFIELD COUNTS Carmody™ SANITARY PERMIT (#04)-2&7S STATE SANITARY PERMIT OWNER: WILLIAM B & BEDA M MCKINNEY REV TRUST GOVTLOT: LOT: 1 BLK: CSM: 2365 1/4 1/4 SEC: 32, T 44 N, R 7 W TOWNSHIP: Drummond SOIL TEST: 3-25 NEW SYSTEM SYSTEM JVPE: Non-Pressurized In-Ground PLUMBER: Ryan Strand CECE RUDNICKI DATE: 2/20/2025 Authorized Issuing Officer CHAPTER 145.135(2) WISCONSIN STATUTES a. The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. b. The approval of the sanitary permit is based on regulations in force on the date of approval. c. The sanitary permit is valid and may be renewed for specified period. d. Changed regulations will not impair the validity of a sanitary permit. e. Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. f. The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 C. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. PREVIOUS PERMIT #: LICENSE: # 798301 Condition: Properly Maintain System Per Recorded Agreement. THIS PERMIT EXPIRES 2/20/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION httne-//www r.armnrh/inn r-nm/PermitAnn/Pnrmit Rinn a<;nY'?Print=1Xnnrmitanniri=74.4n 1/9