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HomeMy WebLinkAbout25-151S•' a "` Department of Safety CI) & Professional Services, Sanitary 't Number(to be filled in by Co.) Industry Services Division SS- oo b71 as -I51$ Sanitary Permit Application State Transaction Number In accordance with SPS 38321(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for stateowned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary in per ✓ Y ,, . ,, 4fN t rd purposes accordance with the Privacy Law, s. 15.04(lXm), Stats. 7 7 J Vim- , I. Application Information — Please Print All information Property Owner's Name Parcel?? '-7).y7 1 rll ,— Q75- .%r 7cer4-its NOV 042025 Location L�1 p i!� Bay6el i Co. e_ 9 Ptannin and Zoning Agency Govt. Lot City, SraCCmJJ ffi Zip Code Phone Number /¼,_¼, r — !(43vZ / ' , ' , Section ___ T V3 N R0b E Type of Building (check all that apply) Lot # . U I or2 Family Dwelling—NumberofBedrooms Subdivision Name ❑ Public/Commercial— Describe Use Block# ❑ Cityof ❑ Village of ❑ State Owned— Describe Use CSM Number 14 Town of M. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C i a liable A. ❑New System ®Replacement System ❑Other Modification to Existing System (explain) DAtfditinnal Thini B. r��� oldin Tank Litt g �In-Ground ❑At -Grade � Mound t --k Lµndividuel Site Design I ❑Other Type (explain) (conventional) I C. Renewal Hefore Division ❑Change of Plumber ❑transfer to New Owner List Previous Permit Number and Date Issued Expiration IV. Dispersal/treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rale(gpd/st) I Dispgaal Area Required (s() I Dispersal Area Proposed (sl) I System Elevation 975 J7 Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units E U,a ^ New Teaks Existing Tanis v c 3 u a to U in rn c.O o. SepricwHolding Tank >e ✓\ O Sfl e /,4#/p Dosing Chamber B FLE HE V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Sign MP/MPRS Number I Business Phone Number 7q 301. - �1s PI s Address•(St�City, State, Zip Code) Ireet. t, (/ N r itt sL VL County/Department Use Only Approved ❑ Disapproved IS iPermit Fee Date Issued v/� issuing A t Si !1 7 3 ❑ Owner Given Reason for Denial (( ZS Conditions of Approval/Reasons for Disapproval r » e•-••• •�• •••c gn.cm .nv nuu•u•• •u tnc s,uunty amy on paper nor •ess [Dan a in x 11 inches in size SBD-6398 (R. 03/22) Wisconsin oeparbnentof Safety and Professional Services Division of Industry Services SOIL EVALUATION REPORT ;t n In accordance with SPS 385, Wis. Adm. Code �un{y BA Attach complete site plan on paper not less than S 1/2 x 11 inches in size. Plan must Include. Parcel I.D. but not limited to: vertical and horizontal reference point (SM), direction and percent slope. -- = Li scale or dimensions, north arrow, and location and distance to nearest road. Y Please print all Information. S. lie r r. (.t.J urposes (Privacy Law, S. 15.04(1)(m) Property Location eO tn,s4 Govt. Lot Site Address or CSM � '7 5 SW Ssr Page_of_ 5 It T 43 N R Zip Code Phone Number ❑ City ❑ Village Ip1 Town NewConstrucdon Use: ya Residential/Numberofbedrooms `7 Replacement ❑ Public or commercial — Describe: arentmaterial_ _5O.%tALt ni i"t ieneral comments and recommendations: —1 G� .ef • Gj 6t � cayl 94.81 n Rnrinn Code derived deslgnnow Flood Plan elevation if api 4S,5z'-9 6-S' Nearest Road E pt2i1015 IDgaftietd c:2i 'pit Ground surface elev. ft uepm to nm,w ry ,au�. •••• • -•-•-- - Soil Application rTO� Rate Depth In. D -G, .. 3 Dominant Color I Munsee -TS'f,- 3/p. tf Y RedoxDescription Qu. Az. Cont. Color - — Texture Is; 5 Structure Consistence Gr. Sz. Sh. 0-S Pt It &r Boundary W 41 Roots 11i3*. I'J GPD/Ft2 Horizon Effk1 I 'Eff;f2 1 -it. a- .,c7 1136rit�g oBoring f l�Pit Ground surface elev. DO •S ft. .. - Depth to limiting factor in. / elev.__ft- VSoil ( wt:.5 (Atytecf elegy. Applicatlon Rate GPD/FF Horizon Depth I Dominant Color I Redox Description Texture I Stnjcture Gr S Sh. Consistence Boundary Roots ,Efru1 •E In. Munsell Qu. Az.Cont Color lv f o- -7 2- -- - YK w -I L•. Z 7-3 r, r•( — ¼qlJ t '- Ti 1. e W7 -tn v %A 7 —� S tr u - Signature` f) CST Number 224901 CST Name MERTON MAKI Oyu �� TH COURT Date Evaluation Conducted Telephone Number (715) 634-8719 Address 10869N SMI —1-3, S �� HAYWARD, WI 54843 gy,,,,_. c, — onn ' zn <2(1 moll and TSS > 30 5150 mp/L ' Effluent #2 = SOD. 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R04/21) Boring Borfrtg # j jpn q'7.'l ' 9b Ground surface alev._ft Depth to ffmf0np tor `78 Boring # ❑ Borg O Pit Ground surface elev. Depth to ttmffi facbcr n9 .`. fin. / elev. �ffi^1+1+�uvn GPD/Ft *EffThI-Ef ❑ Boring ❑ Pit Ground surface elev. ft • Depth to flmWng factor ______jn. / elev.�f• ' Effluent #4 c SOD > 30 S 220 mg/L and TSS > 30 i 30 mgiL = Effluent #2 o SOD, s 30 mg/L and TSS S 30 mg/L Oro ef: yandc Lake w;LL4w, 7.boc�s J.I3eecs Reo Tros4 z�6g5 2268 C�varr7 Ln O ncjaskc. I W L 596S0 s.'{e 2t4 QS G& Je,i LL Qd [i4yrs eld Co. t3cLm< ov, Twr d u L« x t: ZSOYS 3 v kJactj.ctL1on G4Z 5(nor Svbd. .y m" gs.zsT— rvk w 6S'o F Lod- S 4rya WE 'Op' 0c Lo+g 3. ,F m JUL 2 1 2U25 NJ SGalc 3 gayiield Co. Zoning Dept. o ID so s o Ii Rev,sior� ASr\too, 6, ow, CC e f�oarS NCC'oviter 61. Ioa,sz' 2 •1 ;ao gas ,7 Sock scgk t5 e1ee. %' Rn too C ccot . 45Sz - C' ST (Al of 1 1Pf greeJ1.C 'J+ as ?S' Ex sjs+ el. 9375 ' F\ F -Lai-,. C.5T 22.4 ao 1 0 E ti. iLg Sys{e. Z bcj 'k ow1e.x ds 4bd.sysF,,,, +ss (,e9tG4M 7.bocts '.1 [3eees IZe� Tus4 Cjarde+� b �l 2268 �r 1c�rc� Ln 0 r4laska / w s'tbSO .fe 2(464S 6&r-c1e. LaL 2d (in I co 64y� etd Co. Twr Lux t1 z5 o f5 fJattgi o„� Lc c sCorc SJ%C7. W tS'...f- 6of S and N E roo' o f Lo+q p gp OV J111 2 12025 scats- l ®_______ayiield Go. Zoning Dept. o m z° so ReoIS18 VA ABY\too, toet(ow. Coraev±cc. J Ncc' P4er 61, IDo,5Z' Ccostge QSSZ- �u sr -f 76• gro o h.ri,/r�l £d 45?S Ex sfJ- 437.5' 6't 54.,s Sysfe.V. a 6d. I - OwNe%- waakc '{,bi 515lek l q tt-der` L.X-e.-•-- 6/23125, 1:08 PM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfield County Property Listing Today's Date: 6/23/2025 Property Status: Current Created On: 3/15/2006 1:15:49 PM Description Updated: 3/23/2009 - Ownership Updated: 3/23/2009 Tax ID: 25075 ._...-_ --__-. WILLIAM J & DORIS V BERES REV TRUST ONALASKA WI PIN: 04-034-2-43-06-12-4 00-227-13000 Legacy PIN: 034111005000 Billing Address: Mailing Address: Map ID: WILLIAM J & DORIS V BERES WILLIAM J & DORIS V BERES Municipality: (034) TOWN OF NAMAKAGON REV TRUST REV TRUST STR: 512 T43N R06W 2268 QUARRY LN 2268 QUARRY LN Description: NAMAKAGON LAKE SHORE SUBDIV W 15 ONALASbCA WI 54650 ONALASKA WT 54650 OF LOT 8 AND N EASTERLY 100' OF LOT 9 IN V.1002 P.818 TOG WITH EASE 715 Site Address * indicates Private Road Recorded Acres: 0.700 24695 GARDEN LAKE RD CABLE 54821 Calculated Acres: 0.826 Lottery Claims: 0 Property Assessment Updated: 11/14/2007 First Dollar: Yes - -_ ..------------- Zoning: (R-1) Residential -1 2025 Assessment Detail ESN: 123 Code Acres Land Imp. G1 -RESIDENTIAL 0.700 207,000 119,500 3 Tax Districts Updated: 3/15/2006 1 _ 04 COUNTY 034 TOWN OF NAMAKAGON 041491 SCHL-DRUMMOND 001700 TECHNICAL COLLEGE Recorded Documents 0 WARRANTY DEED Date Recorded: 9/15/2008 0 QUIT CLAIM DEED Date Recorded: 8/7/2012 0 CONVERSION Date Recorded: 3/15/2006 Updated: 3/23/2009 2002R-522974 1002-818 1088-4 466-22+;630-312;733E92 2 -Year Comparison 2024 2025 Change Land: 207,000 207,000 0.0% Improved: 119,500 119,500 0.0% Total: 326,500 326,500 0.0% tI Property History N/A U� JUL 212025 Bayiield Co. Zoning Dept. iii flDfl ll JUL 162025 Bayfield Co. Zoning Dept .. ,... _ ._..-_..--..y...., _-..----_.,_--.'%---- 1/1 III, TI q Mn I I I. I LAnnmw �\ ( PASL0SEI i �I 1 i-pll 1 1011 0 IPII'tll I IIIf �I4V 14Vlil X11 1 1 '1 I I..L:LFN.:I SEC LTR IIAME ACRES SEC LTR NAME AOIES OS A 11AM1, SCOTTA..._....._... .7.12 13 0 IWBERTEDR&CAROLA.0A1 13 0 IYAI EA,MCHACLTB 12 A RLOOMOIA6T M. LAVONNE MARY E._. ....._SOB .__213 13 H TOMABIM, BAWD Od 12 0 FOOMN, M51E6 P.._.._.1A0 KATISEEN .......002 12 C MCMIUAN JMAEBOb OONMEJ 13 I WOWS, hOCNAELK... .... 24J _«....... _ 0.01 13 J IIIAVAC, gMOEflLY TRU9TTA.R 12 .........._.....__. D RASMUSSEN. .IONNPe NANCY.................. KOLIER.....W.._...... 11] 13 K ONEI1.MDRMJ.RUST 12 E RASMUSSEN. NANCY........ O.N AOEEMEM......_..... 000 12 F PETERSON, TIMORTY MA 13 L NEMEC ETM,PAIRIGA 1.4T PATWCNC ................._.._...1.12 13 M STRAIN, MONTE S.............. 0.09 12 0 ENOSIROMTTNBTEEB, MY Ce 13 N WAYNEE__.....__ JAJ MMCEILE A_...._._......._.1.15 13 0 EIGM\ EI0HME .ERIK08DMRNUA 12 I RED REV TWIST, WWLMM1 J d ...............__......_....__.._..0.01 RI6 V.._..__.....__......003 13 P KAENVJ.E.JEFFREYCA 12 J MIdMN iRUS1EES,JEROIDLb KMINJ........................_.0.15 JDORNF_......._._.._.._..._.ESS 13 O KPNCOR,I1IC} ION MR, 0.01 12 K 6W411IWILCO%,UNDAMAFDE 13 R KATFt ERRICIWID08 KATHLEEN ARET2 TRUST... 0.]1 12 ..,.._..__......_...__._._..__...125 L NLNNIFE D000IASOA 13 T TRACY. BRIAN P .................. OAT JENMFERP._......_.__....A. 0.00 13 U SERKER.GA DAM.4A0 12 IA MTEN.IMLWU1Jb LAURA L..... 13 V 00111 A MOPAWET2. DETIIATRUSTEE .I...................................3.0'... 12 . ._ ._....___ .. ... .1.00 N 80001CROWLJOIM ...0.09 R 13 % ANDERSON. JAMES IAd 12 0 DURRIC,JAEU93AM1 .....1.40 RATW43'NJ.... . ..... ,1.39 12 P IMREA,JOCPENI......... 0.01 13 Y T,ICWJEtnF60N.TROYAA 12 O BOERMI LCE B..... _.. .JAI IA , JENMFERA�.... ... ,.447 12 R ItlIDEBMNDT,T10MA5Md 13 Z SF.J01WAN d. MOVED_.__._._......._... i.D] TRUSTEES EES........_......._......250 12 S HAiW. CRVO E A BRENDA L..._ 11 A W191E. DONMUW A WEIGY0 12 ..._.__.__.__.._......_...._...1.50 T AMACNER_ONALORb ..__.._..................__........ 12.70 SEJ_......._.._............. IOJ 1T 0 PATILIMTTIBWR.........._ .469 12 V EIO0110. H.IE.EMKCABMDMAA 17 C 6ri.ER.ST IT 0 VUDS.IMIY...400 MWISJRIEVEOANTIN.4.15 12 _._.__..._.__..._._.._........11.40 W Ali MIGNEL J A JOG L 1] F IEVUT6JRiG191EE. BlERIENR 1.40 12 ..._.._........___..... _......_.....10.11 %Y PEWEILSOT1,T1MSM1Y Md 17 0 ....... _...................�__. FEREMY, ORMN Od HGS 1.25 PATRIGACTRUSTEES........6W .........._....._...................._. 17 II BWR. ROBERT II ..............115 13 A NIWAAN CO -TRUSTEES 17 1 CRUSOE,d1LE A........._....A.]3 MARVN A6JACOUFLNE A.160 I] J IMRDOROVE,IM F S LINTEL 13 M METHCR. fFERYMA ...................._..._._..........._,.131]1 PANRICNS_..._............_._ 2.73 1T K LEFFINGKTLL.MMCF.W CA.R 13 A0 JHNWSOPERTIEALLC....._._ 3n 17 L ].19 NAUNOTEASDAUREV 13 At THMSCRORUCEA......_.. 10.a IT M TRUST. TEASONAPATIRU6T, 1] N) GRANDE.JERAL00.._..._._.2N MRRYJAPATHICIAM_.._500 13 AE BMNNINTP1191E._MARILYNE 20 A FEIW^.JOSF.PHBIJEAN0.U.91 13 _......_..___...__.___._........333 M MILLER JAMEfi EdANNE J 20 D PIETSGIWIDFNCWJIM,.ISIT 1..... 211 C IWMS, DANDfINlWiUI 13 ............._..______......._11.03 AD COOPERMICIMELJA .............. 10.40 KGMTENN..._._..__........._.63T 20 D CMWON,JGWFIV....... TO.M 13 Ali EDMMEL.JACK EADIAML O.W 24 A PAWEN,MMIIHACTMI9A 13 13 ......................................... Al MOESSNER. DREW J............ 1.38 N OMUSMIE. PETER E d 24 0 .........................................3.1? 611 LIM._._.........................1.00 JAMS 24 C OEZGCNFJLYAI.UAMJA 13 .............................2.45 M 81MF[R,1MRK...................1.41 JOYCEE.._................_....._ I.N 13 Al. MMONEY,I0BNIIENCEM1d 24 0 CRAIOALL GERT 1A5 N E TMIXIMOWC_............._323 13 OFWI ...__............... Al. STATE OF MS 0.10 24 F OANGCFf..1NGMELTb 13 EVTRU...T M ROCKENBAGIREVTR..... MMYE..........................._..103 13 6UlM1 E A ROGER A......_.3 49 AN PAlACEWEWINN._...._.._ 14.00 25 A UNUSEYREN. DOTAIE 13 AO AFFORDIJILECONSTRUCMON SEIMCES WC._ ?S 0 FROEIAIENTI1001O.......3218 TS FROEUG I. GIGOTOMn TA I3 ..................0.00 B ERICKSOµMY ....................0.01 JENNIFERM.............._..._...0.40 13 C pa.VER.MICIMELRS MARGARET E_.........__.......0.03 30 A COVERT 13 0 IMYEAMICNAEI.RTRUSTEE 30 0 M, DAVIYTRUST...15.01 IAEITGERMVIDLA RIMGNTET M......................0.10 13 - ...............................0,81 E SILL JOIINAB MBAP.ENG 30 C RCIMRD9,ANMONYW..... 1.40 30 D Ii1N0110FFR, 0TCVENMI 13 ..............................._...........124 F CURK, WALINA G .............'.09 MMID L......_..._...._......._4.02 PAGE 1 OF 4 Novo 42625 In -Ground Gravity Plan gayd Co. Index & Cover Sheet planning and Zoning Agency Component Manual Design References: In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg1of4 Pg2of4 Pg3of4 Pg4of4 Attachments: Owner Name(s): Owner Address: Project Address: Govt. Lot: Township: Project Parcel ID #: Index & Cover Sheet Plot Plan Dispersal Area Cross -Section & Plan View Management Plan POWTS Application for Review Soil Evaluation Report & Site Map Project Name I Description Phone: &Y L _ � - Aeu ip: 3L/-75/ 1/4 of 1/4, Section 1 2-. , T t13 N-R?Qk E ❑ or W r JA County: }_____ J ____ r Tt1 . Designer Information Designer Name: Designer Address: E-mail: License Number: 7ki3c Remarks: Phone:1I5T_-cR zip: 5 Y& Inr ni'pn'� l Lam}. Signature: Q Date: riginal g ature required on each submitted copy. 0�✓ ec' ' sM1+a FfLlp t&7 rY en0 m� q 1 s4e . Z' I bcc Garde , LCAC.e- R.8- gam a -V..' L 4yczell�Co, O&1L-1o�t Lw� -r-CA2C S.t3 zS0ZS d 12T Li3N f106(") f'i& lc -a5o 4 Ld-,_4 svwo r So bk. w (9' o* Lof-8, C wa fool o E L,o4- of A Sfr. e _ Lf0' ° 'o +e b 40 s 914 Wo Cot tr b04wy 13W Comer of ciuielim-S 1. 49.99 loo. SZ' 2 . 3. q-r.1a' i- o.!5 sysCem pJeJM6� raKge qss — qc,.s' ) Lx Sr ;'a 5-IS?S RECEIVED NOV 042025 Barfield Co. Planning and Zoning Agency ,I IN -GROUND GRAVITY DISPERSAL, AREA Uniform Elevation Trenches with Quick4 Standard-- Chambers 3 -ft Trench (down -sizing credit) SOIL COVER 12" min. Irench riapIb (typical) IN= 91_ min,12" (typical) ° ' TYPICAL TRENCH CROSS SECTION VIEW ) r° A 't'' ,1 (No Scale) ' System Elevation _76„ ft (typical) QuIck4 Standard -W w/Hnd cap (Show location of Inlet / outlet pipe connection on plan view.) (typloal) 8= ft (typical) INSTALL PER TRENCH; ., r Qulok4 Std -W @ 20 fe EISA/ohamber = , b ft= i- _, _„_ Pairs of end caps @ &R EISA/pair = ft2 = Proposed EISA per trench = 6 fta 8opt(o fliga) Manufacturer; Septic Tank(s) Voluma(e); gal ,�..m....„. gal e _-. gal — w gal Effluent Filter Manufacturer: Effluent Filter Model f/;� E N nn Provide minimum 311 separation between frenchel observallon Plpe (typical) all par mmnuramuroes / Inaiructlono, TYPICAL. TRENCH PLAN VIEW (No Scale) �A = 3.0 ft (typical) '—Qulolc4 Standard -W Chamber (typical) (mfd by Infiltrator 6yatema, Inc.) Install pursuant.to manufaolurer's instructions, Required Infiltration Area = 5 i ft2 x 3 _ trenches = Proposed Total EISA = „2i L ft2 Distribution Method: cv Q ml O) 0 ., PAGE4OF4 In -ground Gravity Management Plan lMPOR Ord 0A 2025 The owner of ttesl 1�avity system shall be responsible or its perpetual operation and naintenance pursuant to requiremg(tts:of SPS 382-384, Wisc, Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin, Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Plow = ' gpd; SODS ≤ 220 mgL-'; TSS 5 950 mgL-1; FOG 5 30 mgL'i Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age o€ system o nuisance factors (i.e_ odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) o material fatigue (i.e., leaks, breaks, corrosion, etc.) o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes) o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (i.e., pump re -cycling, float switch settings, etc.) o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification) o surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under S. 28148 Wis. Scats, when the volume of solids in the tank(s) exceeds one-third (9/3) the liquid volume of the ₹ank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113; Wisc. Admin. Code. _ o Effluent filters) shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12 months. System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company:'R'Ltt 3 )h/X Phone: 171 5S/ /3 Local govemment unit Phone:7/ 7`3—(%3 ' Local govemment unit address: 5 (ti, ZIP: 514 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1). Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin. Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384, Wisc. Admin_ Code. Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed in -ground dispersal component may be abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils. System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. r Sec NI.1AAGGM -- = s,; p:w 3mml Am P'P ;w Oy�a �:m gF!4 :� TCmamDx ;m. ^'sa'�S3x�[�>"'>9yy°nsiayyyi yas mat s': o^GmG'i �_%°:y�m �qE a6L��'S°OZT�:iA i9N 9 iE m2_x S - �aii : to: T 2< Q 5a EER mozazS$Wns a- `m. : §M- ; — a�n a m [ £7`- eF > ;sw�.. j?3::. 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' P: z: N: Ti �CO' G9 .'J� -1y_Oe > mfnF AAAp P� y,S:0' Picco-mm 3 o: o-: c: o-; : $y L'Ur� ,.,`L'°'1br� ms's aP�Pa:H PP cs po m> m > am0 °m > 0 00> ;rA —a O 1000 > N: < x cc-, ao a oz;r s -- x 00 91111 IIT I `Ei�a �;wy�ss� a i '¢a' '> 5 5 �' m mr,i I �m28y °='� �i 2.51Aim ° : m: A' _ nz; ail $gt=c°z3�fil "o K '"; z g V ≤0- g zm9- g mH> `H` �Aa sB�`3zm ₹₹ 'c� o "o $ z y yza� ac I; p o_ o 'f'^ z �� o "Sze° ; ��; 1 o-0 a Jm wP S� $9� �v ffi _ v me St :. ,.o� $� $m � S mFJ��7&N�ma.'nmee S•m _ 6/23/25. 1:08 PM Novus-Wisconsin Access rev. 12.0206 'Real Estate Bayfield County Property Listing Property Status: Current Today's Date: 6/23/2025 Created On: 3/15/2006 1:15:49 PM ii Description Updated: 3/23/2009 a Ownership Updated: 3/23/2009 Tax ID: 25075 WILLIAM 3 & DORIS V BERES REV TRUST ONALASKA WI PIN: 04-034-2-43-06-124 00-227-13000 Legacy PIN: 034111005000 Billing Address: Mailing Address: Map ID: WILLIAM 3 & DORIS V BERES WILLIAM J & DORIS V BERES Municipality: (034) TOWN OF NAMAKAGON REV TRUST REV TRUST STR: 512 T43N R06W 2268 QUARRY LN 2268 QUARRY LN Description: NAMAKAGON LAKE SHORE SUBDIV W 15 ONALASKA WI 54650 ONALASKA WI 54650 OFLOT8ANDNEASTERLY 100'OFLOT 9 IN V.1002 P.818 TOG WITH EASE 715 Site Address * indicates private Road Recorded Acres: 0.700 24695 GARDEN LAKE RD CABLE 54821 Calculated Acres: 0.826 Lottery Claims: 0 Property Assessment Updated: 11/14/2007 First Dollar: Yes _. -__ - Zoning: (R-1) Residential-i 2025 Assessment Detail ESN: 123 Code Acres Land Imp. Gi-RESIDENTIAL 0.700 207,000 119,500 Tax Districts -_ ----- Updated: 3/15/2006 ---------- -- --- 2 -Year Comparison 2024 2025 Change 1 STATE Land: 207,000 207,000 0.0% 04 COUNTY Improved: 119,500 119,500 0.0% 034 TOWN OF NAMAKAGON Total: 326,500 326,500 0.0% 041491 SCHL-DRUMMOND 001700 TECHNICAL COLLEGE Property History a' Recorded Documents Updated: 3/23/2009 N/A O WARRANTY DEED Date Recorded: 9/15/2008 2008R-522874 1002-818 p`r ;,ECl..I V ED I QUITCLAIM DEED Date Recorded; 8/7/2012 2012R-545105 1088-4 NOV 042015 ©CONVERSION Date Recorded: 3/15/2006 466-22+;630-312;733E92 Bayfield Co. Planning and Zoning Agency httmv'//novus.bavtiieldcountv.wi.00v/access/master.asp 1/1 ilppncaIwns 0'j 0 4 2025 planniny and Zoning A9eflo Optional float switch bracka Orerco PSC-Series Riotirbe &WueniAilter Orenco Sskineo ant>_ e.n ..,,a Handle 8iahlba ,nier carbidge leiector plate Housing Orenco PSC-Sedan Bioarba 5mrerrt Filters are desJonij to remove solids from effluent leaving wasten-. General 0renco's patent -pending PSC-Seder Bio5rbe Efluent Titers are used to improve the quatriy of effluent from wastewater tanks. frnpmvecj enluent quarry extends drainfeid rife in onsite dispersal systeots and improves the performance of downsbaaro treatment hi effluent sewers. The 3tohlbe filter caltidge fit„ tight' in the housing while being easy to remove rnr mabitenanca. The passively self-cleaning design extends maintenance cycle frflezvajs. Filter masts is available in i/Ain or 1/16in (3_2mm or 1.6mmi mesh opening sus. The handle can be exteirded with PVC pipe (not indudeo}tor better access to the cartddge. A 3i4in (19mm) diameter cia handle included. Models PSCS0621-18 and PSCW0621-18 are NSF46 cartined. Standard Models PSC50621-18,PSCW0621-18,PSCPS0621-18,PSCPW0621-18 Product Code Diagr t PSG [ Du" 21-18-o ITTT f n -,s: hane•�e A=,u rs5 th(nt aj CvaltatigttntG11j_ i6. i6(4S) Pate , 3b+c. ii rp611]: r=215 16x'l flyy1167j. airm�r 6 = nkt1/8112 / Bhnt= rB yf rte•6 :^ mce i= ₹-M.ategEl Of Con -s 6E@ ?5 PVC. ABS 3a6ae filter carbiuga PawrOpyiene.0CP0 it�tdle components 0a8ectorpiaie PVC. shim sees '.IBS trio -M -ITS -2 ae::3 ® 06/21 Page 1 N 2 �2ECE VED NOV 042025 Baylield Co. Planning and Zoning Agency 7n I D 7 k F -� it40del A. Overall heights in (mm) PSCS0621-18 PSCP50621-1c B. Housing height, in (mm) 22.7 (577 22.7 (577) C. Cartridge height in (mm) 21.0 (533) 21.0 (533) D. Gullet pipe d;meter m (mm) 17.75 (451) 17.75 (451) E OulkR height to hwert in (mm) 4.5(114) 4 5 (114) F. Dega^tnr plate diameter, in (mm) 13.5 (343) 13.5 (393) Mesh size, in (mm) - 6.63 (1 68) 6."03 (168) Filter surface area. 1t2 (mj* 118(3Z 1t16(1. Flow area, r1z (mp' 6.3 (0.59) 6.3 (0.59) 1.9 (0.16) • f Tar!4g LH aaalsrafzca✓e'�iSriLerBnsigss,`6rt-r 1.9 (0.18) - "Pmvarc3 isdafrdas thefotdrprrara W,,, themesh cveeiii" cr f :a Bia s:!sG>s ra;gta�2ary? N70-Fr'-F[S2 Rev.3 ® OE/Zr Orenno Systems' 0 800-348-9843 = +1 541-459— 449 o surw,orenca,cam Paget of 2 I M -Tan ksecwE0 IM -1250 40V 0 4 2025 Oyyrield Co. oinntn9 end Zoning A9encV The Infiltrator IM -1250 is a lightweight, strong and durable septic tank. This watertight tank design is offered with Infiltrator's line of custom -fit EZsnap risers and heavy-duty lids. Infiltrator injection molded tanks provide a revolutionary improvement in plastic tank design, offering exceptional long-term strength and watertightness. Benefits a a a a Strong injection molded polypropylene construc- tion so Reinforced structural ribbing and fiberglass bulkheads offer additional strength Lightweight plastic con- struction and inboard lifting lugs allow for easy delivery and handling as Can be installed with 6" to 48" (152 to 1,219 mm) of cover TANK CUTAWAY Partition baffle wall Infiltrator EZsnap Riser System Integral heavy-duty green lids that interconnect with EZsnap risers, Safety Star secondary safety lid sys- tem, and pipe riser as Suitable for use as a septic tank, pump tank, or rain- water (non -potable) tank Structural bulkheads Structurally reinforced access ports eliminate dis- tortion during installation and pump -outs so No special water filling re- quirements are necessary The tank may be backfilled with suitable native soil. HEAVY DUTY LID CUTAWAY Reinforced 24" structural access port MID-SEAZinfiltratorwater.com infiltrator CUTAWA ReinforcedWater Technologies water Part of // tight - (800) 221-4436 IM -1250 General Specifications and Illustrations The IM -1250 is an injection molded two-piece mid - seam polypropylene tank. The injection molded design of theiM-1250 allows for a mid -seam joint that has precise dimensions for accepting an engineered EPDM gasket. The engineered mid -seam joint accepts a continuous loop EPDM gasket. Infiltrator's EPDM gasket design utilizes technology and materials from the sanitary sewer pipe industry to deliver a reliable watertight seal. The two-piece design is permanently fastened using a system of molded -in alignment dowels and locking Must be backfilled and installed in accordance .' : • •W with the Infiltrator IM- and CM -Series Septic Tank . General P'C 9 Installation Instructions. For shallow ground water conditions reference the IM- and CM -Series flInfiltrator Tank Buoyancy Control Guidance. Please visit www.infiltratorwater.com or scan QR code for the latest information. T Working Capacity 1,278 GAL (4,839 L) Total Capacity 1,480 GAL (5,602 L) Airspace 16.30% Length 154' (3,911 mm) Width 61.7" (1,567 mm) Length -to -Width Ratio 2.8; 1 Height 54.6' (1,387 mm) Liquid Level 44" (1,118 mm) Invert Drop 3" (76 mm) Fiberglass Supports 4 Compartments 1 or2 Maximum Burial Depth 48" (1,219 mm) Minimum Burial Depth 6" (152 mm) Maximum Pipe Diameter 4" (102 mm) Weight 405 lbs (184 kg) RECEIVED NOV 042025 gyp) LIFTING LUG (TYP.) // A4$ )G ECTION (TYP.) Planning and Zoning Agengy — 152.3 [3,868] — EXTERIOR LENGTH ni m FT PIPE SEAM m LIFTING mr) CONPNUOUS ELASTOMERIC GASKET TANK TOP KALE INTEGRAL ALIGNMENT DOWEL SEAM CUP IT2) TANK BOTTOM HALF Contact Infiltrator's Technical Services Department for assistance at 1-800-221-4436 or info@infiltratorwater.com IM25 0625 Infiltrator Part of AADS m-oolgo Private Sewage System Maintenance Agreemelr tom' eta 1+ex- ¶>rors4es 1 LLC Owner(s) Mailing Address S9 75 I 4o 3 S•tuit Ref 7Z Me�\ow,ah.1ti1 :e -C (2q (o9S Gard ev\ Lake P,d1 Q o le y vv= 3'4S7 I Tax ID# 2cO••7S' 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 fie 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 all is required) e 1/4 of 1/4 Section I 1 Township N. Range oto W. Additional Legal Description: SC ki h C\ed Town of A.Mnp Ida (Acreage) e 7 Govt Lot Lot_____ Block Subdivision Lot CSM#_ Vol. Page CSM Doc # Return To: DOCUMENT NUMBER 2025R-609466 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 10/06/2025 AT 8:00 AM RECORDING FEE: $30.00 PAGES: 2 ::,DYED Planning and Zoning Depa e t r (� 2025 Ba•r.5'LJ Co. I$ In -ground gravity O 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 than one-third (113) 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 shal-also be inspected and maintained to ensure operability of said components. Septic Tank Efluent 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. 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 effluent from the system is pending 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 Beytield 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 shag notify the owner deny 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 maybe placed on the tax roll as a special assessment for the abatement eta human health hazard, and the tax shall be collected as provided bylaw. 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 '5"bx \ etc Pro m\ e S 1 LAG Joltir. w- 5 k 1kr . }_N S Sits Subscribed and sworn to before me on this date 0 t,tbbc.tf 3, 2r', V- Nnta_rized Ownef Si s _ warprs Notary tilt / Tr Sit \\\\\\\\W%ll cy luw,rmissio plres. re ''d. as • a. Drafted by. ≥,oV\,n\A/ St1 I Cbate: *: * :* Nom• A(yg�,\y. ' _: Proofed by: _ u ionnasereiarylseptlrmaintoneaagreemenl Revised July 2020 NAMAKAGON LAKE SHORE SUBDIV W 15' OF LOT 8 AND N EASTERLY 100' OF LOT 9 IN V.1002 P.818 TOG WITH EASE 715 13 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: Submission Number: BERES REV TRUST, WILLIAM J & DORIS V SR -00289 2268 QUARRY LN ONALASKA, WI 54650 Transaction Number: SR -00289-305B3 Description Amount Certified Soil Tests - Review & Filing Fee $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 8794 Paid by: Merton Maki, 10869 N Smith Ct, Hayward WI 54843 Payment Type: Check Transaction Date: 7/22/2025 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. 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: Submission Number: Stalter Properties SS -00677 E4063 State Rd 72 Menomonie, WI 54751 Transaction Number: SS -00677-381D6 Description Amount Private Sewage System (Septic Tanks) $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 3112 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 11/7/2025 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-25-151 S STATE SANITARY PERMIT OWNER: STALTER PROPERTIES G OV`T LOT: LOT: B LK: 1/4 1/4 SEC: 12, T 43 N, R 6 W TOWNSHIP: Namakagon SOIL TEST: 75-25 REPLACEMENT SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: RYAN STRAND TRACY POOLER DATE: 11 /7/2025 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. Old System needs to be properly abandoned per SPS 383. THIS PERMIT EXPIRES 11/7/2027 .POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION