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HomeMy WebLinkAbout26-23SIndustry Services Division County ;rr • 4822 Madison Yards Way Sanitary Permit umber (to be filled in by Co.) fi ' 0O7 i f 6'S'- Madison, WI 53705 ice' P.O. Box 7162 Madison, WI 53707-716 _ 23 S ENTERED Sanitary Permit Application State Transaction Number In accordance with SPS 38321(2). Wis. Adm. Code, submission of this form to the appropriate gove 1 unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services Personal information you providemgY y�g,¢y for secondary purposes inaccordance with thePrivacyLaw, s. 15.04(l)(m), Stars. t1 V Cv 13S' .e, I.ApplcationInformation — Please Print All Information Property Owner's Name MAR 1 2 202 Parcel # (11OM&( Property Owner's Mailing Add Bat ' plannin0 and ning A9encY Property Location (1o3950 5cP)wies7w . Govt Lot City, State Zip Code Phone Number (L)I- —d 6 ,, %+, Section__ T N R 07E o Type of Building (check all that apply) Lot# ��II.( or 2 Family Dwelling — Number ofBedrooms 7,, Sub ivision Name LJ'hid/CommeTcin1_ — Describe Use Block# City of Done Owned — Describe Use CSM Number ]Village of r� i/os' U ,.7 I,zd3 Townof &zbfr IIL Type of PORTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C if applicable,) A.[New System y �--1� Ipceplacement System Modification to Existing System (explain) ❑Pretreatment Additional Unit (explain) B' ❑Holding Tank rr lylln-Ground 1 at -Grade Mound Individual Site Design Other Type (explain) (conventional) C. ❑ Renewal Before flRevision jChange of Plumber Dransfer 10 New Owner at Previous Permit Number and Dale Issued Expiration IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) Dispersal Area Required (si) Dispersal Area Proposed s pose ( t) System Elevation 7 v D /O Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units a $ New Tanks Existing Tanks •` aU u 'u m u `m m iiO F. Septic orHolding Tank _ 5 Dosing Chamber C V. Responsibility Statement- f, the undersigned, assume respynsib$ty for installation of the PORTS shown on the attached plans. Plumber's Name (Print) PMPMIPRS NumberBussiiineesss Phone Number 7 V 1 /7-S 7 Plum s A (Street, City, State, Zip Cade) 57I N U1L .s-�t� County/Department Use Only Approved ❑ Disapproved Permit Fee Date Issued mbC Issuing A Si lure 2 �� ❑ Owner Given Reason for Denial (JD— 3 ab Conditions of Approval/Reasons for Disapproval •••�-•• •� • �•r••--•= v��..•. •6 •H uuu auumn m me s.ouaq' only on paper not less than s in x 11 inches in size SBD-6398 (R. 03/21) SOIL TEST # II-aG K�c4IVcG `"R�°",�, ~ Wiscot,sin Department of Safety and Professional Services ,€'i Division of industry Services MAR 0220Th ,wjB' �=P:' ' 7 C SOIL EVALUATION REPORT S�\'00 VJ aviie-lddCo. ,c�'.n.,nw,9�4 In accordance with SPS 385, Wis. Adm. Code'ta County O" Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include. Parcel I.D. 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 mad. I 'ltX =l, Please print all information. IR v //_byj Page_of Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). r/• (YAjfI Property Owner Property Location ..Y ❑ 0 Michael G. MrttcCL. R . i3 o Govt. Lot Y. Y. s 17 T l{3 N R7 E (or)( f roperty Owner's Mailing Address Site Address or CSM and Lot #: 6335O 5cbtwies w it's 4 3s" u usi C�r'cie Lo+Z- City I State I Zip Code Phone Number 0 city ❑ Village L*Town I Nearest Road sl u I S (zo4)oz716 Ca -b€ 1Av 1�c C i rcIe ,NewConstniction Use: Residential/Numberofbedrooms ,1 Code derived designflow rate %SO,GPD om LJ Replacement 1 ❑ Public or commercial - DeN /scribe: Flood Plan elevation if applicable �T7t. Parentmaterial SG.yi, AT4 Qrc-t9F 1 OItJ-Lj)Crs(.1 I 1 General comments and recommendations:,-� 50: { 5 e mil. �Zt Cu.r'1 — q , / I I I Boring If Boring / L 112 25>4Po it Ground surface elev.Q "R 4t. Depth to limiting factor_in. / elev._ft. Sew N0-f�5 ? 2 Soil Application Rat Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Si. Sh. Consistence Boundary Roots GPD/Ft' •E##1 -Eff#2 I o-3 I 3—`i -TE f -3z — 15 o —s zu4 Cl LL 7, 4- 3 n — 15 t _60 tt K— 5 n u n (u .'1 i.c 14 60—IIZ tt — grS t' — -'7 (Jo ►Tort f- toe v' eI roc c- 4 Boring # ❑Boring - 6.3 Pit Ground surface elev. ft. IZ% $6S5 Depth to limiting factorin. / elev.ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Si. Sh. Consistence Boundary Roots GPD/FP •Eff#1 'Eff#2 0-3 ( 3_ct ?c1/t — (5 co— cd )-( ,—t (. Z 9-3 — g v y rt u4- (Jo 3 39- t-5 r to .7 t,c, Lf C7 -12L 5l4 r5 t/ 'r — In ri 34-,_±10% turd Go CST Name MERTON MAKI t Number 224901 Address 10869N SMITH COURT HAYWARD, WI 54843 _SignatureHctcjj4Q' Date Evaluation Conducted I Z- Z't— 2 -Cc' _CST Telephone Number p (715) 634-8719 Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 5150 mg/L ' Effluent #2 = SOD. S 30 mg/L and TSS 5 30mg/L SBD-8330 (R04/21) tr,i 722026 Bayfeld Co. f bnninp Qod Zunfng Agency Page of ❑ Boring ts7 fj SSS; FT Boring # Pit Ground surface elev. ft. Depth to limiting factor in. I elov. t. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz *Eff#1 'Eft#2 I 0-3 mzc I z 3 Cf.6Z 3-R CCQ tib _( -7 z n 4 Y tt Sty — — — (s r rS b -.S rr 'r " k u t tt _ 2-si4 10E>; (u4 _ z7 rr �? (. . i.C 6 kor i: L(� v7 o b EBoring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev._ft. Soil Application Rate Horizon Depth In. Dominant ColorjRedoxcription Munsell nL Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Etf1 *Eff#2 eC- 3 Qti -t- Boring # ❑ Boring O Pit Ground surface elev. ft Depth to limiting factor in. / elev._ft. Soil Application Rate Horizon iJver Depth In. C2 Dominant Color Munsell &MaAA Redox Description Ou. Az. Cont Color oovLer_/L,- Texture Structure Cr. Sz. Sh. e1 Consistence wt Boundary n •e Roots 1 z-- GPD/Ft2 Eft#1 3 •Eff#2 id. 5cnd.p Q r r S 22 ocQ I uJ er-Ho +tfl1c o Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 5150 mg/L * Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L sys;v 4. Z &4 5 T I'N + ri - (o Set 9b Merv\CV-; ..-. srOG 3 e_ r * -H _ NEAR 122026 C-/ °° -� - B,yfieId Co. n°LnG;' ---- — Plannin0 p -d o-omn� ( I i 3--- 3 G 3_ O f� 1_ 35 It f'y!t H- 1 -- t-- I 'H: cr0 4-- 9Q co e00 004000c�mom p H-±-- cc000coC +3' +3 1 Z �W — �med0006 i_— Ilz _ y,33 - 85.63 1i6= tb,S = 2 s' 120 = 10 — 8S' PAGE 1 OF 4 In -Ground Gravity Plan Index & Cover Sheet Component Manual Design References: In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-20274 L UED MR 122026 Pg 1 of 4 Index & Cover Sheet Bayfield Co. Pg 2 of 4 Plot Plan Planning and Zoning Agency 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): ft j('.tt I ('r moR1 & 4, I3 �n Phone: 1I5- - OwnerAddress:(��i�j5-o5ChLtyl !?t. (iMn 1ULL Zip: Project Address: 335- G�(K ( Drip Govt. Lot: 1/4 of 1/4, Section (7 , j q_ _N�iJ -RR7E❑or Wp ( Township: ���� County: r�T ' d Project Parcel ID #: _ft)( -T 2-I Designer Information Designer Name: Designer Address: E-mail: stamp. License Number: Remarks: �Phone: ' /S /Gr 7 Zip: 2a' 3 Signature: Date: On I ig lure required on each submitted copy. rn�L,n�l G._nnonycet F. B,go 3�y�.�cl Co. C4..6(e-["we 335o Scti�eso�.� PtetD AsQc,v 1, X91 s -q ec � S' 11 Z' LI 3 N 2 O1 W S x-13335 r\�,gus-!- C cAa Lot 2_ C'SP1 1II45 \j.7 g 7-03 zip MAR 122026 BaeldCO. ....___ Planning and Toning Agency ... 2-a3a- - I \ H r4lj __.. _..._ 245 !!1 l00 �.__- --!��, � c,�b''^3_,≥,Q flues 'dt 36"i'me Q X63' •. 45.E4 < CJ - C ec-c ��_. IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 8tandard4VV Chambers 3 -ft Trench (down -sizing credit) SOIL COVER ,Ipu Inln. (ranch rinpplh (lypIun nun, 12° (typical) Saptla Tank(s) Menufecturerl Septlo Tank(a) Votunle(e): gal .®,...�, gal and Effluent Filter Effluent Filter Madel WI ' TYPICAL TRENCH r ',, CROSS SECTION VIEW (No Scale) • Provide mInimum 3 ft Systsln Elevation =� „ ft separation between trenches, (typical) Quiok4 Standard•W WI End Cap grow location of Inlet / outlet pipe connection on plan view.) (lyplaalj ( p p Ii IL IIICITIIITI a = _Z_ ft (typical) INSTALL PER TRENCH: Clutolc4 Std -W @ 20 fe EISA/ohamber = , ft: + Pairs of end caps @ tl nft" EISA/palr = ,m„ e ft° = Proposed EISA per drench = 366 ftf Obecrvatbnplpo (typical; all per nlanu(aaurrara / Inalruallona, TYPICAL TRENCH PLAN VIEW (No Scale) JA=3(t .0 (typical) '—Quiolc4 Standard•W Chamber (typical) (mfd by Inflliretareyslema, Ina,) Inelell purauanl.to manufaalurer's Inslruollana, Required Infiltration Area = /C), ftl x ,3. ., trenches = Proposed Total EISA = ft2 Distribution Method: rrro CA) O cR—i.:;..! In -ground Gravity Management Plan PAGE 4 OF 4 ;l�P®i2TAdltT: The owner of this in -ground gravity system shall be responsible far its perpetual operation and flaintenance pursuant to requirements of SPS 382-384. Wisc, 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 r sanagement plan. Furthermore, ail inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wise. Admin. Code. tlfiaximurrr Dispersal area Operating Limits: Design Flow = 7Si1 gpd; t3OD ; 221) L m ' 9 T SS S 456 mQ1. FOG S 30 ngaL-1 irrspeaf9on Checklist INSPECT EVERY 3 YEARS :LL:ti VE[i o type of use o age of system MAR 12 2026 o nuisance factors (ke_ odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc. Bayfield Co. o material fatigue (i.e., leaks, breaks, corrosion, etc.) ) Planning and Zoning Agency o solids volume in anaerobic treatment tank(s) and any distribution appurtenances) [i_e., distribution / drop boxes) o neglect orin.proper use (La, exceeding design capacities, Prohibited activities, etc_) o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (Le., 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 11,12interiance Checklist MAENTAlnl EVERY 3 YEARS (or when necessary) o Septic and dose tank st shall be pumped by a certified septage servicing operator licensed under s 281.48 W is Stars, when the volume of solids in the tangs exceeds one- th(11) theas required by local ordinance. Disposal of contents shall be pursuant to3VR 113, Wise. Admin, Code. quid volume of the tank(s) or o Effluent fifferts) 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 5P5 383.55 Wise. Admin. Code. Report any component failure or malfunction to: Name of individual or company: A4 -1i,j4 Phone% Local govemment unit Phone: Local govemment unit address: i., ZIP: 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, 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. 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 predetermined 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. Real Estate Bayfield County Property Listing Today's Date: 2/4/2026 L Description Updated: 1/22/2026 Tax ID: 8821 PIN: 0412-2-4307474 02-000-60000 Legacy PIN: 012104904002 Mn ID: Municipality: (012) TOWN OF CABLE 517 T43N R07W LOT 2 OF CSM #1165 IN V.7 P.203 Description: (LOCATED IN NW SE) IN 2022R-593551 IM 2026R-610713 Recorded Acres: 2.130 Calculated Acres: 2.107 Lottery Claims: 0 First Dollar: No Zoning: (R-RB) Residential -Recreational Business ESN: 108 Tax Districts Updated: 3/15/2006 STATE 1 COUNTY 04 012 TOWN OF CABLE 041491 SCHL-DRUMMOND 001700 TECHNICAL COLLEGE Property Status: Current Created On: 3/15/2006 1:15:05 PM Ownership Updated: 1/22/2026 MICHAEL G & MONICA A BIGO ASHLAND WI Billing Address: Mailing Address: MICHAEL G & MONICA A BIGO MICHAEL G & MONICA A 633so SCHWt5Sow no RICO SCHWIESOW RD ASHLAND WI 54806 63350 ASH&.AZIO WI 54606 Site Address * indicates Private Road 43335 AUGUST CIR * a Property Assessment CABLE 54821 Updated: 6/1/2010 2026 Assessment Detail Code Acres Land Imp. G1 -RESIDENTIAL 2.130 15,300 0 2 -Year Comparison 2025 2026 Change Land; 15,300 15,300 0.0% Improved: 0 0 0.0% Total: 15,300 15,300 0.0% Updated: 3/15/2006 N Property History _ Recorded Documents N/A © WARRANTY DEED Date Recorded: 1/15/2026 2026R-610713 9 OLS © WARRANTY DEED NAP I Z Date Recorded: 2/25/2022 2022R-593551 © CONVERSION Co. feld Date Recorded: 500265 814-206;921-668 Bay p[�raing Held C; © WARRANTY DEED Date Recorded: 7/6/2005 2005R-500265 ! I II FOPM W. 9BSA ^, AUG 022001 Stock No. 26273 Baygeld Co. Zoning Dept. BAYFIELD CO. CERTIFIED SURVEY MAP NO. %//Q LOCATED IN THE NWI/4 -S EI/4, SEC. I7-T43N-R7W, TOWN OF CABLE, BAYFIELD COUNTY, WISCONSIN. 3p'a 32.06 66/.70' 329.64' A 8; u'i p MI 2 q Q N d 02,.230:60. FT. °! a.lJ aC. 39, 66 ry A 1.63s At AC.• 0) y 17J 60 N 87 .1758"E N87°_ 17-58'E ' 295.85 QI 6400' 295.21' 4+1,5• ( ( N O C1 O A £ 0l A YN] O. J111. N O ~ NL 66.661.. s0.". 60, 670. 60.FT. „ �0� Z 2.06 AC. 2 1_97 15. 66' 01 I 25.17' 66.07 17D.3fi z n 224. W 3I - S88°-34-27 iv 29554 130,16. 6 AS JC2.e O6"—SIF.?Sipg _FO 0 N78= — ' — _ OyOb�{r _— CORNER �' 1 7 e�L. P3— c--- _�L ;c 3 CARVE LOT ARC HAD. CU. L. CH. ORa. DELTA L TAN. 6x6. q !-2 242-06' 00.00' 2 l2L0 00.00 x6 tI?. C 2Tlt2Y.6 NOIt23.66 • 60.00 3 s3.6Y NI7t 0Y ,,, en 1al.D3 60.00' e3.6?' 6am .wo N N 2 BEARINGS ARE REFERENCED W N-SI/4 LINE -ASSUMED TO BEAR N2°-41-59 W. SCALE- i"= 150' 31/4 CORNER SE& I7-T43N•RTC D 150 300' Lx. COUNTY NON. . a\�atLnp2M • -® EXISTING 21/2" CAPPED' PIPE • = EXISTING 2' IRON PIPE 3r 9 ti -soLON ytlS ' 31f',;O 0 = SET 24" IRON PIPE. SUM MIN. WT. L13 LBS./LIN. FT a W1565 -MR TANK SPECIFICATIONS ,nor" " C 4" CAST —A —SEAL rA 0 N O Q uJ au TOP VIEW fq� C) INLET OUTLET a d n M I PUMP PAD SIDE VIEW TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 DIMENSIONS: WALL: 2 1/2' BOTTOM: SEPTIC 3" HOLDING 5" (ADD 1,500 LB.) COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 69 1/2" 0.0. LENGTH: 109 1/2" O.D. WIDTH: 93" O.D. BELOW INLET: 57" O.D. LIQUID LEVEL: 51" WEIGHT: 10,840 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: 30.69 GAL/IN HOLDING TANK: OUTLET HOLE PLUGGED ACTUAL CAPACITY: 1,657 GALLONS LOADING DESIGN: 8' 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 #8 NO FIBER) TANK: MIX DESIGN #10 STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE JOB INFORMATION: CUSTOMER: JOB NAME: DATE NEEDED: APPROVED BY: ,PPR0VAL DATE: N < D: z '0 ID In OO F N V w SHEET NO. /GF1 1 PSCSerJessJobeeFffieflt niters tECEIVED MAR 12 2026 Bayfie(d Co. planning and Zoning Agency Ootionai rloat sk ch v bracket _ .... - _ riaadte Orencoo P.SC�ias 8�e E vent P ate cfssjon to romp, e solids Imm emuontleavmg 486S[et@aier rant Cranes p&nt-pending PSC Sallee 3 ole.me Bflueni Titer, am used to improve the quality of eriuent from wsstewaier larks. fpmved effluent quay extends drainh eld fife in onst≤e dispeersat-%413nu and improves the peffoma-a of doryryjjeam tea,ntpr eflDen ser a Inc Siofube filter caru dge fits lightly in the housing tatule being easy Eotuh t to rerleve nu mamtenanGe.The passnety sale -GI rBn dell n s G irBidgs mairrt rat cycle inteiyajg. Fitter mesh is a g 9 extend. is _2rnm or 1.6mrni mesh opening s¢es- �lahle in 1/Thuir T1T&in Inc hande can be exlendad WM P1G pipe (not included? for better access to the A 3/Sin (t9mm) dtametertee handle I included. Models PSCS062-1-18 and PSC4y0621-18 are NSF=6 certitred PS'CS0621-18,PSCY90621-18,PSCPS0621-ig,PSCPLNgo2T-10 Product Code Diagri fIeit-r ate Housing psC Pp = tn'c n j housing PrIC, AB.S - tae B?ze tidg? Hcridle taBrrymneng dA'�opyT°ne DC,°D Ora-rco PSC-Serres Sioi rbe 6Y,'i:arrt Filter D_dx a ?a/C, stinte,, sal er male +8S draneo Sl+s'-a[s ern en2a }�-� AS•2 Pat3©0o'ri7 E!eL�.:;o IEI 1`;AR 12 20i gayfield Co. planning and Zoning -Speccati®flQ Model A. Overall height, in (mm) PSCSOfi21-18 PSCPSO627-78 B. Housing height, in (mm) 2Z7 22.7 (577) C. Cartridge height. in (mm) ?57 (533) 21.0 (533) D. Outlet pipe o5.meier m (mm) 17.75 (451) 17.75 (451) E Outlet heightto imam in (mm) 4.5f114 4.5(114) F. Deflector plate diameter, in (mm) i15 (343) 13.5 (343) Mesh size, in (mm) 0.53 (i6B) 6.53 (168) filter surface area t (m)* 1.B (3.2) (1.fi) Rorf area, (m�^' fi.3 (0.59) .3 0 6 5 (0.59) 1.9 (0.18) f3reraea&d o rra Luielsw1acu z.r-avozzri='.=1&bkbwadm ds: �8�✓idce. - 7,9(0.18) "Rvnarra isd-'niidac foet�q�+tr��.zz atthe nr_fi 4=n:rr951 azll G'.ee�rr JB s:dCdn Ga 2idga Nib-EFFf�P eev.3 ® e5.2 orenco Systems o 8o9-348-4843 a +1 541-4594449e www.oreoce.eom Pa4eP a2 J. SS- 003111 C Private Sewage System Maintenance Agreement Michael Bigo 63350 Schwiesow Rd Ashland, WI 54806 43335 August Circle Cable, WI 54821 As 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 rile 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 et 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 _N. Range _W. Additional Legal Description: Town of Cable (Acreage) 4.22 Lot_ Block Subdivision Lot 11 &2 CSM # 1165 Vol. 7 Page 203'204 CSM Doc # 467097 Gov't Lot DOCUMENT NUMBER 2026R-61 1 561 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 03/26/2026 AT 12:19 PM RECORDING FEE: $30.00 PAGES: 1 Recording Area Return To: RECEIVED Planning and Zoning Department O:ENTEMAR 2 72026 Bayfield Co. 11 In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System: ❑ Mound ❑ At -grade Sewage System ❑ 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 person authorized to make such inspection, the tank Is found to have less then one-third (1/3) of the volume occupied by sludge and scum. Pumo 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 septic tank effluent filter shall 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 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 wastewater or effluent 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 result In action being taken to pay all charges and costs Incurred by Bayffeld 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. Bayfield 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 specifically agrees that all the costs and charges may be placed on the 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 the agreement shall be binding upon and inure to the benefit of all current and future owners of such property. Owner(s) Name(s) -Please Print Michael Bigo Subscribed and sworn to before me on this date: ,1 &LtAJ) k)_L Notarized O r s) - I platy P bl PC w;el �j tnet/ hgtr-Yof� e My Com is s) xpires: Drafted by Michael Bigo ;j—'-3'.--;_- Proofed u/rormslsanilarylsepticmalntenc¢agFee ment Revised July 2020 p TFIELD Bayfield County Planning & Zoning Department 117 E 5e, Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: Submission Number: BIGO, MICHAEL G & MONICA A SR -00385 63350 SCHWIESOW RD ASHLAND, WI 54806 Transaction Number: SR -00385-3F811 Description Amount Certified Soil Tests - Review & Filing Fee $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 8901 Paid by: Merton Maki, 10869 N Smith Ct, Hayward W154843 Payment Type: Check Transaction Date: 3/4/ 2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. B'FIELD 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: BIGO, MICHAEL G & MONICA A 63350 SCHWIESOW RD ASHLAND, WI 54806 Description Private Sewage System (Septic Tanks) Submission Number: SS -00711 Transaction Number: SS-00711-42EB6 Amount $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 3244 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 3/27/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-23S STATE SANITARY PERMIT OWNER: MIGHAEL G & MONICA A BIGO GOVT LOT: LOT: 2 BLK: CSM: 11 65,V.7,P.203 1/4 1/4 SEC:17, T 43 N, R 7 W TOWNSHIP: Cable SOIL TEST: 11-26 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: RYAN STRAND TRACY POOLER Authorized Issuing Officer DATE: 3/27/2026 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 3/27/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION