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HomeMy WebLinkAbout26-20SIndustry Services Division County ® - -rS- Ocy % s - 4822 Madison y�K}� Madison, WI'JS�VED Sanitary emtit N bar (to be filled in by Co.) P P.O. Box 7162 Madison, WI53f�/1W 2026 / (� (p os Sanitary Permit Application Bayfield Co. State Transaction Number In accordance with SPS 383? 1(2), Wit Adm. Code, submission of this form to thelaa dk tfeil{1 I\'h 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 the Privacyfaw,s- 15.04(1)(m), StatesI (if different than mailing address) t2 n ..L fit. -.purposesmaccordancewith LLhl t/I. Application Information— Please Print All Information Property Owner's Name "- 1 e er's Mailing Address LProperty onI`!�DI �00r o0 I��-Iarm ' •""J, City, State Zip Code Phone Number Cy . 53 jA453s '/., V Section T 4 N R 07 II. Type of Building (check all that apply) t # LA Lcd3 e I or 2 Family Dwelling — Number ofBedrooms 3 pt LCJ !d+$ y'r y a E o Subdivision Name blirJCommercial — Describe Use Block # ity of ❑State Owned— Desmbe Use CSM Number viflageor own of ( Q.h kP RR. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable online A. Check one box on line B. Complete line C if applicable.) £New System I --I_ lacement I prop System ❑OWtt Modification to Existing System (explain) ❑Additional Pretreatment Unit (explain) Holding Tank ®l° -Ground ❑4t -Grade Mound J Individual Site Design Other Type (explain) (conventional) C. ❑ Renewal Before ❑Revision jCbange of Plumber Lfransftt to New Ownerist Previous Permit Number and Date Issued Expiration IV. Dispert aUTreatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) Dispersal Area Required (st) Disperses Area Proposed (sf) System Elevation 7 Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units !. o — u New Took. Existing Tanks ` o a U $ 2 ree U in m o ate, Septic or Holding Took Dosing Chamber 0 V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Flu 's Si MP/MPRS Number Business Phone Number / /1755 %� Plum is Address (Street, City, State, Zip Code) VL County/Department Use Only Approved ❑ Disapproved Permit Fee Date issu M�L ❑ Owner Given Reason for Denial 1% V I31a4c Conditions of Approval/Reasons for Disapproval n c `Q cAak C� Attnrb t, ...role. -1.-. ................a.._.._......_,_ ,., --trey omy on paper oar less man a 5/2 x 11 inches in size SBD-6398 (R. 03121) a L tsE&Tni#s/D— s=:ECED crv"—�c,r f,: a Wisconsin Department ofS fe rvi EIVPage of_____ R 1 s' Division of Industry Services Q 2 Z�Z6 ;1 : Siz-on3i�6 SOIL EVALUATION REPO ort ��•.,,,,•,,,s�s In accordance with SPS 385. Wis. Adm. Code a 1el °L yFIELD ENTERED Planrir.7 Attach complete site plan on paper not less than 8 1/2 x 11 inches In size. Plan must include, parcel I.D. Q but not limited to: vertical and horizontal reference point (BM), direction and percent slope, .3 1 9 �l / scale or dimensions. north arrow, and location and distance to nearest road. 1 7 I //// DPlease print all un. R �y 3;/ 1�3��/. �rsonal Information you provide may be used for secondary purposes (Privacy Law, s. 15.D4(1)(m)). roperty owner II j Property Location u u Seh5 t P 6l i Govt. Lot Y. ''/ S Z2. T 43 N R07 E (or) y& Property Owner's Mailing Address Site Address or CSM and Lot #: (5l'1 C r'es-f hg1, Ib'r. Sol Lo1Le Lod AM Lo* L/114z. City I State Zip Code Phone Number ❑ City Village Town Nearest Road L e. (r4.«..r,i I i.-iii ii 55941 (4SD ) OS$0 CJJe O n I. )c. I H .r+ CA — o New Construction Use:,Ki Residential/Numberof bedrooms ___________ Code derived designflow rate _1/5Q GPD ❑ Replacement O Public or commercial-. Describe: Flood Plan elevation if applicable 'S — ft. Parentmatenal Inaa.'1 o I(JJrowt .7 VIA, rlaiy% 54W!9I L117a.uell•l pL7hOaSl1 General comments and recommendations: Boring # ❑Boring 73.410 /D/" 8S•Tc/ Pit Ground surface elev. ft. Depth to limiting factor In. I elev.ft. Se -G no e S P Z Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/FN Eff#1 Eff#2 I °-S Z.5 r— z. — IS —5 yr, W Zo'( .-1 Z- 9-.2.G ( k 5 t1 0{- .-I 3 _s 4 " 5/`/ — s '. 'r A r V f •1 1. IP $ —t°I 5/3 — .5 — •-t I.(o '-1O rr F Boring # ❑Boring Pit Ground surface elev. ft. /o≤" 5569 Depth to limiting factor in. / eiev._ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFP Eff#1 tff#2 ( -i -i. 1,- a 2 — l b - s5 qL3 L,r6G .7 I.' 2- 7- r, � Y ' ( 11 a IgEC .-I I.6 3 2.�, -q 4 5f - I' .1 rl I'j ., I._ r( -I0 1, '/3— 5 r. IL -- -- •—( i.e:, CST Name MERTON MAKI Signature —� M CST Number 224901 Address 10869N SMITH COURT HAYWARD, WI 54843 Date Evaluation Conducted I Telephone Number (715) 634-8719 Effluent #1 = BOO > 30 S 220 mg/L and TSS > 30 s150 mg/L ' Effluent #2 = SOD, £ 30 mg/L and TSS 5 30 mg/L SBD-8330 (R04/21) r hAR 12 2026 Boring# Bayfield Co. Piannino and zoning Agency ❑ Boring Q3j gPit Ground surface elev. ft. Page_ of _ Depth to limiting factor in. / elev. It Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz Sh. Consistence Boundary Roots GPD/Ff1 'Eff#1 Eff#2 s -s tSys..a — 15 b..55 r'h' 2v( -C Z $- r 43 — Ic r 4 26 —if q6-4$ ,, e 9 — — s r5 'r r rr [[ tr to L 5 -to 4 5 4 c -t S r'ec rt u& +0 4 ❑ Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ftz 'Eff#1 'Eff#2 3bd )c t `f - Se - 6 r bL — = 32� = 3 3 teL.. Z r ttac1c 7' 3 s -r- o v 1, + Boring # ❑ Boring ❑ Pit Ground surface elev. ft Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth In.- Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz Sh. Consistence Boundary Roots GPD/Ft' 'Eff#1 Eff#2 tJ ev—O L0-1-'41 '4 ID OZ6S •L U rr 0Z6(o X et h ID GS it Co 4[ 2- aw'fo LrFJ ao vtef- .ktt w i f- s; k1 k4.s 4s _1145 t ' " ew a o l `ctcx Lb 31'4( * Effluent #1 = SOD > 30 5 220 mg/Land TSS > 30 5150 mg/L * Effluent #2 = BOD, 5 30 mg/Land TSS 5 30mg/L ate: II Sev)S r. (Cckervjei'1rc 4'43#(&evt(t'S+ l $'I'] C resew+ rU L t s Dr Lc, CreseeA-11 MN 5547 �O'7—y50—O,SSb Lam(. Z.Z T `13 u R 6-7 t.._) LaGzLadq� Add La -k, 4f,4z Tak tb Lod' -11 loa.bS 41. \oIt. t. New Loft. 348`1I 2`1' 13 / qZ I 41 tijow Neal LoU Tar t1) d6341 3 I ►9�n 'DO Zop o1 yra Me44( elec4ne •g3.gG 94.49 3. 93.104 , t 545 Sc\c& .- -U c& rag2 `d4 — " 1 1 sci� Lacc i�ov) OA honie\q�fro; u we -u +o me4 Gde s+bks 2Ys z -ZS -z/' f---' lJ*(vaT C-4- SVS ry y Jcj5 f2 �t4.78 �s1 ST I '7 N of l s.o„ n u Sy3'� T 43.by S:- _ G 3.46 y---- G3,bL) q eoTs1:! 3" PEAR 122026 I Bayfield Co. Planning ar4 Zoning Agency Zc 9L GL ±W_ �ivoo 0000aa000 qtI t. { a� -rig JE 9 9 A7 oo0cca00 o� 7 = g 8.64 -Y = BSSN �S,bS 85.42 -� Ibi (05 RECEIVED In -Ground Gravity Plan MAR 12 2026 Index & Cover Sheet Barfield co. Component Manual Design References: Planning and Zoning Agency In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg 1 of 4 Pg2of4 Pg3of4 Pg4of4 Attachments: Owner Name(s): Owner Address: Project Address: PAGE 1OF4 4 Index & Cover Sheet Plot Plan Dispersal Area Cross -Section & Plan View Management Plan POWTS for Review I Soil Evaluation Report & Site Map Project Name / Description Phone:5O7 -tlw - C7S5 >c Zip: . 559Y7 yww Govt. Lot: 1/4 of 1/4, Section,, TL/3N-R_O7E ❑ or W j Township: Ca,h It County: ' " l __ Project Parcel ID #: "T I>- ?-y Designer Information Designer Name: Designer Addres E-mail: License Number: Remarks: �PP,honne:' _-55 /,73' Zip: _1Zi1?3t Signature: Date: 5O Ori ' al sign turnrequired on each submitted copy. ate. 3er1S ?. q(�ter; 2 M. Fre. b 4 t- Reu-TYs+ t$-7 Cfesen+ l-Ltc Dr. La Crc5ge 4, MN SSR47 sb7 -q50 - O590 Leaf. B4yFe�c( Co. Crc6'teTL.- 2Z'z La' C L oM€ AJ4 Lo-i'n 4142 Cak mil% Lof41. Ioz.6S 4z 1oz6L flew Lo+ 1 ti' yz 14i IJow New LA 1 3 ►BN •00 -top oc 9r&1 Fne4a( ¢(ec.'ir;z- M a4tr- i, .q3.% 9q. 49 3. 93.Ly Z 50j5 5cc4..� ej. qo' ( raw0.e S4 -- R I' ) Size Locd ovi oc home aifro iG IJt(j 4-o nie4 & cL c- lc5 v 1! a3 4� � o PfI N) N No PfG CD It IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with QuIck4 Standard -VV Chambers 3 -ft Trench (down -sizing credit) SOIL COVER 12° min, trench :1: rfanIII (lypluol) mm u 12" (typical) �"I a w'a al eaptic Tank(s) Manufacturer: eeptlo rank(s) Volumg(e); ©�X2 gal nw.m.rw,o, gal �� gal M 4... gal Effluent Plug anufgotur��� gr���.A.r Effluent Filter Model A H,,/„„ Z„, , _ , TYPICAL TRENCH CROSS SECTION VIEW (No Scale) system Elovatlon = , ,� ft (typloel) C1ulak4 Standard -W W(typcalj p (Show location of Inlet / outlet pipe connection on plan view,) Slir III B=_ _ft (typical) INSTALL PER TRENCH: Qulol(4 Std -W @ 20 ft EISA/chamber = _! ft~ + �,,,,,,s!,w,a,,, Pairs of end caps @ tllfta EISA/pair= = Proposed EISA per trench = ,, , fo n V � n dd x o n rV Provide minimum 3 ft m o separation between trenches, > rn 2 Oheontatlonplpo (typical) all par manufaouuora / Inelructlana, TYPICAL TRENCH PLAN VIEW (Na Scale) JA = 310 ft (lyplagl) `—Quicl(4 Standard -W Chamber (typical) (mid by In011ratorayalems, Inc.) Install purauant.to mahufaaluroi's Inatruallano, Required Infiltration Area = fta x — trenches = Proposed Total EISA n�9 ftaflaI Distrlhutioyt Method: rrt CA) O $a. In -ground Gravity Management Plan r PAGE OF IMPORTAl%ff: E�CEIVED ThMe owner of this in -ground gravity system shall be responsible;vrits perpetual operation and -nainR n 122026 requirements of SPS 382-384, Wisc. Admin_ Code. Pursuant to SPS 383.52 (2), Wise. Admi a, !l �ursuanr to be considered a human health hazard if not maintained in accordance with this approved management planR�shall rurthermore, all inspection and maintenance activities shall be performed by a registered PQW S Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum E)isoersaE Area Operating Limits: Design Flow= L/ 9pd; EO1)5 5 220 mgL°; TSS 5 450 mgL"; FOG S 30 rggL-1 hnspec:son Checklist INSPECT EVERY 3 YEARS o type of use o age o€ system o nuisance factors (lie_ odors, user complaints, etc.) o mechanical malfunction (Le., pumps, valves, switches, floats, eta) 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 I drop boxes) o neglect or in -proper use (Le., 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 (f_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 ESRalrtenanee aa6ecklist IV7A€NTAIN EVERY 3 YEAsdgg (or when necessary) o Septic and dose 1`ankt-1 shall be pumped by a certified septage e servicing operator licensed under s 281.48 Wis. Scats, when the volume of solid's in the tank(s) exceeds one.third (l/3 the liquid volume of er a as required by local ordinance. Disposal of contents shall be o qtan-. or in. Code. o Effluen— erls) shall be inspected every 3 years and shall be cleaned when necessary ursuant to NR 113, Wise. tore 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 govemmant unit in accordance with SPS 383.55 Wisc. Admin, Code. Report any component failure or malfunction to: Name of individual or company: Phone Local government unit 13241 ZIP: 6 O Phone: '7/ 3%'3 Local government unit address: c (' ACode. ny defective part of this system shall be repaired, replaced, or removed pursuant ₹o SPS 383.51 11, _ No productair or for chemical orphys cof alrestord or ation of the POWTS mayfunctioning ts be usil ed unless approved ( Wise. Admm comply with SPS 383, Wisc. Admin. Code, accordance with Spa 384 Wisc. Admin. Code_ by the department in Contingency Plan In the event that any failed treatment component of this POWIs S 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. RECEIVED MAR 12 2026 si Bayfield Co. Planning ar4 --onin9 Agefl 42" z r I- to -4 N-. UP 41" 4" CAS 0 3" 36" I I ≤ I m UP 38" 4" CAS C V V 0 n N O O 0 ➢0 39" C A y 0 < o m y r O trnr O D AAO mC nm I D z 0 P1 0 In In r ) O r x r C Z� Z Z 0 o 0 FT FT D > 0 0 m —mn m D 0 ➢ Z Z ➢OZ Cm r xr0 mfy AN =M MZ Z�x O OCO O O`L_z > Z — �v yZ frIDO ODD Z 0y Vmmo ODm1 `5 YN N ryz 0 mZC mCA tir �NfA �� �x Zcm—i xa rA z DxO .. Nz OI rn�m� rrzm�((-'n--v`r''?xm Dm�zp vv <Z m Dm N yN� ¶Dy 0rm„y0�Dm� OWN PT1 O A i U Z O0D zD mm 0 (?� J WRm> Im rW Ap OOO- Zn OO G o o c O 0 yZ ON ^Sc G m0� Dr w 0000 0W m O r o m z W 0 00 v O� Z -m D mDm mo S A N n n m x m Z O- C < D 0 r OFD ➢O 1Amm D ti< O P1 I-'i m m 0C m - x z r.,.n GAO P1 CA Zm C N Z A 0 m0 -n - > 0 V A D D �O3 OO 0 o r A O r r 0m U) m oO r 0 Z .. A D Poo o D m m 00 fj -4 O w m r A O z m r 0 m m 0 0 0 � m Z m x m .. ,y 2 r m ti Ii WLP1000-MR SEPTIC MANUAL h\�j i2 DRAWN BY: 9.4€SCALE 1/4'%'-O PRE -POUR: DEN ROCK, Vii US HWY 10 MAICOIICAE54 DATE: JANUARY 2011 DATE:. POST -POUR: j \ REVISED JAN. 2011 800-325-8456 R E. nPIWo-xT Filters G:ECE1'JED MR 12 2026 Bayfield Co. planning ar 6 70flngAgenQ opE+x[l float'A'Aidt bmc4 Qranca PSC Smic-s Siofube Effluent filter ��ancaSl�s�ts� o xnn_o� x�vdrx Orenco Pc -s Biobe6pjj 82 designed to; a dl ds from enuentleaving wisie ertanp 0renro's Paten[ paneling PSC-Sedan 8ioluhe Effluent Titer, amused to 1mprov the quality of eiiueni item W A%u tardcs. Lmpraved a ueni quality a tarlds dtaimfieid fife in onste dispersal systems and t omves the pefformand of dol nsuxam tmenim ef'pt lerrtsewer Tremoe miee filter card(dge itls bghlly in lute hwsing -while being easy Biombe ,map'tenaneeThe passirn self-cleaning design bldge nth maintenance cycle,u eteals Flier ec is available •n i/Bin r 1�,1161n 3.2mm or 1.6mm1 mash oPen w sass can Toeaccess Idle c be extended with Pipe (not included) for bettercarbidge A S/4iii (l9mm) teeter fee handle is included. @hadcis PSCSO"21-18 and PSCW06_a1 78 are NSF 46 certifIed -Stfl Mee PSCS062i-18.PSCSrd0621-18,PSCPS0621-18,PS PPlfi10o21-18 Product CO&Dary, �eu'G'nlaie liOt no Pse Flu^c;h�,[aa.a,r a6ic= di ae u PVC. A88 careidge PoO. Handle Cglfq}LRIanL5 �PY1°rie DC l Data me s PVC. sla' I stet A85 -•� envt::urencacar nin"F-rrs_2 nE`� 3 © ee127 Page Iota F A. Overall height in B. Housing height, in (mm] C. Carhidge height, in (urn DO UUet plpe dram m (mm) 4.5(114) 4.5(114) E Gullet heightto invert, in (mm) 13.5(343) 13.5(343) F. Deflector plate diameter, in (mm) 6.63 8.63 ('I68) 6.53 (168) Mesh she. in (mm) 1B (3.2) 1/16(1.6) H ler surface area, f (mfr 6.3 (0.59) 6.3 (0.59) Flow area, rfv (mr 1.9 (0.78) Maraaa s deTh as &a h5wzntcaJr "Jrrad,1zav18aBtr� s n dv!�G�raiC 1.9 0118) •.AGsa2 isdrfwc�7alne Nr'c rur> (a-jeadthemmh cvmthjov of ehm4,4drpl &5Wvs a%c1'a the S7ter dga PSGS0621-18 227 (5 71) 21.0 (533) 17.75 (451) ECEIVCD IM 122026 Bayfield Co. 'fanning aid Toning Agency 227 21.0 17 iF h7aFr-FISZ Rev.31- Is 2i Oreoco Systems'. 808.848_9843 • +1 541-459-4449 o www.orenco.com Page 2 of2 .1 r.—ozI IFD • RECEIVED MAR 122026 Bayfield Co. Planning alp Zoning Agency BAYFIELD COUNTY Q4 �S CERTIFIED R SUVEY MAP# A SURVEY OF LOTS 41 AND 42 OF LAKE LODGE ADDITION TO WILDE RIVER, LOCATED IN THE NE 1/4 - NW 1/4 AND THE NW 1/4 - NE 1/4, SECTION 22, T43N, R7W, TOWN OF CABLE, BAYFIELD COUNTY, WISCONSIN. CALC Nl/4 CORNER SEC ION22—T43N—R7W CORNER LS UNDER WATER LANJy TAX 1 1 LOT1 DOCUMENT NUMBER 2025R-608623 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI RECORDED 08/04/2025 AT 1 1:21 AM RECORDING FEE: $30.00 PAc5K5:2 .I.14 can (NR8'00'09'W 268323) (N88'00'09'W 268164) N88'0029 -W 264384' (Na'OD09•W 333.64) (NBR tO'09"W 2350.00) WIT. COR. TON 3/4 CORNER v SECTION 22- T43N-R7W NE CORNER 2ALUM MON. SECDON22-T43N-R7W LARDS OUTLOTI TAX ID 10323 I5,,.22 V7s8•w°57 62,783.98 SQFT 42 1.441 ACRES I 1 I 1 I E 23S1,� �9• CI - LANDS WT43 TAXTD 30267 1 //P 41 \ Pqe' \ /6MND1 26 SLOT4OATAXTD 10264 / 7T55STW/ SG.7S / L=102.90' / R60.00'(60.00) / OA 98'1556' / / I ice- \\ tia —// 9 \ \fir \ 2g0 \ WZ LEGEND V P155 CORNER (AS NOTED) PROPERTY UNE Q' FOUND 5/WROUND IRON ROD nTODD0 FOUND 2'O.D.IROV%PE CUENT: LENS BRABBIT Wis. STJg PWITN0TMYK SCALE:] INO/=&K LAN09rRVEY1NGa FIELDWORK DATE 7/4/'208 A61roIN4 DATE: 7/11/7025 71&6946617 rNIIIpNYNACNMAW.(LMI FR£: tNemvrk lardsiswy.°"T SHEET 10E 251E13 wRVFYBN I' TODD 600WlD-RLSRI524ffi DATED THIS: 7/1117073 LAKE LODGE ADDITION TO WILDE RIVER 1001[0 IR Ix[ 500140035 II a 9111100 u. 19, 505Mnr Wltor 1/1 OF 5(11101 IS. 1x5 49111*tll w Sx 4010(401 Ill 010111(0 ii *40141 0x1 1/4 01 5(1110145(111014 D. IWRMP m 401x.. MXt[ 14(5'.1. TOW Of IMl[• 49110 [W15. 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'\` n+`' MIflD 555475 [•uwx H APR/F rv.a ........ are+e u /m. R ur.a xR Z[ LL Real Estate Bayfield County Property Listing Today's Date: 2/4/2026 & Description Updated: 6/27/2023 Tax ID: 10266 PIN: 04-012-2-43-07-22-1 00-204-40000 Legacy PIN: 012118607000 Map ID: Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: Zoning: ESN: (012) TOWN OF CABLE 522 T43N RO7W LAKE LODGE ADDITION TO WILDE RIVER LOT 42 1329 IN DOC 2023R- 599173 0.710 0.721 0 No 11 Property Assessment Updated: 6/17/2020 (R -RS) Residential -Recreational Business 2026 Assessment Detail 108 Code Acres Land Imp. NNAR 12 2026 property Status: Current Bayfie{d Co. Created On: 3/15/2006 1:15:09 PM PL?nninq -, .:t aging Agency a Ownership Updated: 6/27/2023 JENS & KATHERINE BRABBIT JOINT REV LA CRESCENT MN TRUST Billing Address: Mailing Address: JENS & KATHERINE BRABBIT JENS & KATHERINE BRABBIT JOINT REV TRUST JOINT REV TRUST 1577 CRESCENT HILLS DRIVE 1577 CRCSCCNr NI„ c ORIVC LA CRESCENT MN 55947 LA CRESCENT MN 55947 P Site Address * indicates Private Road N/A V Tax Districts Updated: 3/15/2006 STATE 1 COUNTY 04 012 TOWN OF CABLE 041491 SCHL-DRUMMOND 001700 TECHNICAL COLLEGE Q' Recorded Documents Updated: 12/17/2013 © WARRANTY DEED 2023R-599173 Date Recorded: 5/26/2023 © CONVERSION Date Recorded: 3/15/2006 474-216;741-1+805-1039 G1 -RESIDENTIAL 2 -Year Comparison Land: Improved: Total: La Property History N/A 0.710 2,100 2025 2026 Change 2,100 2,100 0.0% 0 0 0.0% 2,100 2,100 0.0% Real Estate Bayfield County Property Listing Today's Date: 2/4/2026 -' Description Updated: 6/27/2023 Tax ID: 10265 PIN: 04-012-243-07-22-1 00-204-39000 Legacy PIN: 012118606000 Map ID: Municipality: (012) TOWN OF CABLE STR: 522 T43N R07W Description: LAKE LODGE ADDITION TO WILDE RIVER LOT 41 1328 IN DOC 20238- 599173 Recorded Acres: 0.710 Calculated Acres: 0.721 Lottery Claims: 0 First Dollar: No Zoning: (R-RB) Residential -Recreational Business ESN: 108 cg Tax Districts Updated: 3/15/2006 STATE 1 COUNTY 04 TOWN OF CABLE 012 SCHL-DRUMMOND 041491 TECHNICAL COLLEGE 001700 46 Recorded Documents Updated: 3/15/2006 ® WARRANTY DEED 2023R-599173 Date Recorded: 5/26/2073 11 CONVERSION Date Recorded: 474216;741-1+;805-1038 Property Status: Current Created On: 3/15/2006 1:15:09 PM a Ownership Updated: 6/27/2023 JENS & KATHERINE BRABBIT JOINT REV LA CRESCENT MN TRUST Billing Address: Mailing Address: JENS J & KATHERINE M JENS J & KATHERINE M BRABBIT JOINT REV TRUST BRABBIT JOINT REV TRUST 1577 CRESCENT HILLS DRIVE 1577 CResarr HILLS DRIVE LA CRESCENT MN 55947 LA CRESCENT MN 55947 P Site Address * indicates Private Road 16492 WALNUT CT 6i property Assessment CABLE 54821 Updated: 6/17/2020 2026 Assessment Detail Code Acres Land Imp. G1 -RESIDENTIAL 0.710 2,100 0 2 -Year Comparison 2025 2026 Change Land: 2,100 2,100 0.0% Improved: 0 0 0.0% Total: 2,100 2,100 0.0% 01 Property History N/A Lots 42 w/ topo 2/16/2023, 11:09:28AM SIVED 10' Contour Lines Approximate Parcel Boundary 1'783 Rivers Lakes Tie Lines Meander Lines Section Lines Municipal Boundary All Roads Town 1{i 122026 Bayfield Co. 2 Aency 0 0.01 0.01 0.03 mi 0 0.01 0.03 0.05 km Bayfe Bayfleld County Land Records Department Map Unit Description: Stanberry-Pence complex, 2 to 6 percent slopes, stony—Sayteld County, Wisconsin Interpretive groups RE CE VED Land capability classification (irrigated): None specified Land capability classification (noninigated): 2e Q 1 2 Z026 Hydrologic Soil Group: C MAEcological site: F090AY016WI - Loamy Upland hayfield Co. Forage suitability group: Mod AWC, adequately drained planning and zoning Agency (G090AY005WI) Other vegetative classification: Mod AWC, adequately drained (G090AY005WI) Hydric soil rating: No $thnofPe�ce, Stony - Setting Landform: Disintegration moraines Landform position (two-dimensional): Summit Down -slope shape: Convex Across -slope shape: Convex Parent material: Mostly loamy alluvium underlain by stratified sandy and gravelly outwash Typical profile A - 0 to 3 inches: sandy loam F- 3 to 8 inches: sandy loam 85 -8 to 15 inches: gravelly sandy loam 2BC - 15 to 21 inches: gravelly Coarse sand 2C - 21 to 60 inches: stratified sand to very gravelly coarse sand Properties and qualities Slope: 2 to 6 percent Surface area covered with cobbles, stones or boulders: 1.5 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat excessively drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 6.00 in/hr) Depth to water table:: More -Than 80 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: Low (about 4.0 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3s Hydrologic Soil Group: A Ecological site: F090AY019WI - Dry Sandy Uplands Forage suitability group: Low AWC, adequately drained (GO 90AY002WI) Other vegetative classification: Low AWC, adequately drained (G090AY002WI) Hydric soil rating: No USDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 2/21/2023 Page 2 of 3 Lots 42 w/ topo 2116/2023, 11:09:50 AM — 10Contour Lines Approximate Parcel Boundary ' r . 1:500 Rivers Tie Lines Meander Lines Section Lines = Municipal Boundary All Roads hAR 12 2026 Bayfield Co. Planning and Zoning Agency 0 0.01 0.01 0.02 ml 0 0.01 0.01 0.03 Wn sayfeu — Town eayd&W Canty Lend Records oepennenl mpean.pa.a.ynmdraunry ,i gwIBay1ISth ABI m-ooNb PRIVATE SEWAGE SYSTEM MAINTENANCE AGREEMENT Document Number Document Title RECEIVED MAR 102026 Bayfield Co. Planning and Zoning Agency ENTER p DOCUMENT NUMBER 2O26R-61 1 346 DANIEL J. HEFFNER REGISTER OF DEEDS E3AYFIELD COUNTY. WI RECORDED 03/09/2026 AT 9:55 AM RECORDING FEE:: $30.00 PAGES:2 Recording Area Name and Return Address Planning and Zoning Department 20►)l G Parcel Identification Number (PIN) THIS PAGE IS PART OF THIS LEGAL DOCUMENT - DO NOT REMOVE. This information must be completed by submitter: document title, name & return address, and PIN (if required). Other information such as the granting clause, legal description, etc., may be placed on this first page of the document or may be placed on additional pages of the document. WRDA Rev. 12/22/2010 Private Sewage System Maintenance Agreement i35 1 Ag& iT a) Mailing Address en C(escenk 1-\1k D(. La ress u' -1q a i,)dLlnU'E Cta Cable11Ot # Icat95 k loaL,L, As owner, I twe) do nereby cattily 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 location in accordance with rules established in the WI Adm. Code, as from time to time amended. (COMPLETE Legal is required) 1/4 of 114 Section Township dl N. Range W. Additional Legal Description: Town of Co.bl e- (Acreage) _ Gmrt La Lot_Block Subdivision rJ Ldt,CSm# a-tzIJ/''C va. Pie /cZ centDod# 2c7a52— (pt In -ground gravity 0 Mound Return To: manning and Zoning Dep?,(rni\ 0 2026 0 In -ground dosed ❑ In -ground pressure distribution Sewage System: ❑ At -grade Sewage System ❑ Other Co. nine Agency Septic Tank (system types A through E): The septic tank shall be pumped bye certified septage servicing operator within three (3) years of the data 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 (113) of the volume occupied by sludge and scum. Pump Chanter (system types B. C, D. and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provider: above. The switches and pump controls snail also be inspected and maintained to ensure operability of said components. Seotle Tank Effluent Fitter (system types A through E) The septic tank effluent filter shell be inspected and maintained as necessary and in accordance with manufacturer's specifications. Filter 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 disidbution cell shall be visually inspected by a certified septage servicing operator. POWlS 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 wastewater or affluent from the system is ponding on the ground surface. Mounds, At -grade. and In -ground Pressure System 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. Owner(s) agree that failure to comply with this agreement will mull in action being taken to pay all charges and costs inured by Bayflaid County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent cr abate any human health t:zer4caused b' the syO-m Ba fie?d County hell no',fu his afany rn`tc which lbe naxt by thee v' ,.Neon Me. n t. w ,�Ls!tt'°6� c •Jus te-f Zt:1^3s� r'x ;:... j-'Oi "v+'"I.. o ..:4 ,c ps1 ,;,..7py Ji�us e.e`w iii6 .,7s^-ee"+u? rgt- - . . maybe placed on the tax rod as a specs! assessment for .he abatement of a human health hazard, and the her shall be collected 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. �^� Jens �1jr Drafted by: (J4a7t Data: SENS PABBIT sworn to before me on DZ I OZ I ZoZLp Proored try: GRACIE HEANEY "lto""slsannan'Isepd«neintsnreasreelnarA Revised July 2020 NOTARY PUBIIg MINNES0 M Gommiss�m E•oires Jen. Jl.ie]b B-A-YFIELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: BRABBIT JOINT REV TRUST, JENS & KATHERINE 1577 CRESCENT HILLS DRIVE LA CRESCENT, MN 55947 Description Private Sewage System (Septic Tanks) Submission Number: SS -00712 Transaction Number: SS-00712-41D4D Amount $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 3242 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 3/24/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-20S STATE SANITARY PERMIT OWNER: JENS J & KATHERINE M BRABBIT JOINT REV TRUST G OV'T LOT: LOT: 41,42 BLK: 1/4 1/4 SEC: 22, T 43 N, R 7 W TOWNSHIP: Cable SOIL TEST: 10-26 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: RYAN STRAND TRACY POOLER Authorized Issuing Officer DATE: 3/24/2026 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: # MP 798301 Condition: Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 3/24/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION