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Request for Sanitary Inspection (24 Hrs. in Advance) Fax or email this form to Zoning Dept (24 Flrs.) prior to when you want an inspection Fax (716) 373-0114 or Email xoninf@byrioltlpounty ov Note Time Change I I Discrepancy Other L1_ Hm CQi / J0ti�'-'(i Phone Number . Homeowner: f+i1c.(\ -k--O4- -- � Email Address C..()i (�n,.l! �✓CY�c.�YiO �� f..� �.{zn Immediate Phone Number So Zoning Dept can call you right back (if needed) `/ Permit IF Plumber's Choice I •Dept �. No inspection(s) during this time Date: ) /J (-I II A r(SA1� {ry , d , &J Tuesday (9.30 am - 12.15 pm) (Traci; 'I On Plumber's Choice ing Deptj 0% Time: ^ A/j lt4i Go, Township: r rrw5 Toy _________ Pro Address # & Road Name: SLlas 7sc illL IJ a Des or Directions Des To Sits: E-rn Comments: Lice Rerr " Plumbers you must verify any change(s) by fax or email Notes from Sigr July 2025 Q aew<r�rey�, , p _ Private Onsite Wastewater Treatment �b "s Systems ( POWTS) Inspection Report p" (Attach to Permit) Industry Servir General Ink LAWRENCE & DAWN MENARD Personal infoxmr ivacLaw, a. 15.04 (l)(m)] Permit Holder: JOINT TRUST Ifjvmage 5 Town of: 2710 SUNSET DR EAU CLAIRE WI 54703 CST BM Elev: T scription: Cor4e,ltdio5 4creonl a� Tank Information TYPE MANUFACTURER CAPACITY IProp. Line Well Building Air Intake Road Se tic SG .ci' O /O i N/A Dosing N/A Aeration N/A Holding setback to: County aLL Sanitary ermlt No: LS Z.LQS State Plan'Transaction ID#: Parcel Tax No: 3g,3 s Pump / Siphon Information Pump Manufacturer Pump Model Demand GPM Filter Manufacturer Filter Model TDH Lift Friction Loss Head Total Forcemain Length Dia Dist To Well Dispersal Cell Information - la DIMENSIONS I Width I Lerygth I # of Cells SETBACK FROM IP% Line I Building j Well OF�V�M Type of Cell I Manufacturer: Model Number. Pretreatment Unit Dia Dia Elevation Data STATION BS HI FS J ELEV Benchmark / Bldg. Sewer 3 b Tank Inlet q A( Tank Outlet Gao 9 Dose Tank Inlet Dose Tank Bottom Inst. Contour Header/Manifold Distribution Pipe 6; 73 Infiltrative Surface r% gy qS Final Grade X Pressure ❑ Yes O Cell Center I Cell Edges I Topsoil O Yes ❑ No O Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) /c'C d lLu, K y 'Ian revision required? ❑Yes Yp No I/ /9237/3 Ise other side for additional inform�TTllliion. Date POWTS Inspector's Signature License Number canta71n rr2 mnil Property Owner Information BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715) 373-0114 e-mail: zonincuWbayfieldcountv.org Web Site: www.bavfieldcountV.org/147 LAWRENCE & DAWN MENARD JOINT TRUST 2710 SUNSET DR EAU CLAIRE WI 54703 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 As you know �i, v >A 2/? was contracted by you to install a private onsite wastewater treat ent system on your property (Tax ID# above). To know when your system will be due for servicing please go to www.septicsearch.com Notes: Abandonment of Old System to meet all applicable code requirements: 1 .• Tank was pumped by: Tank was crushed I removed and pipes disconnected by: Mil at AM/PM On at 2 M) the above -mentioned plumber contacted our office to conduc ppre-cover inspection as required under DSPS 383. One of the following applies: System was inspected and appears to meet all applicable code requirements. ❑ System was inspected and appears to meet all applicable code requirements; however, a plan revision is necessary because the installation was substantially different than the original approval. ❑ System could not be inspected because plumber covered prior to scheduled time of inspection ❑ System could not be inspected because plumber was not ready at scheduled time of inspection. County was unable to return to complete inspection. ❑ System could not be inspected because plumber was not ready at scheduled time of inspection. A re -inspection and $50 fee are required. ❑ System could not be inspected because County could not respond to plumber's time constraints Comments: W forms/sanitaryprapertyowner-input April 2019 Ss- 405�q o' ' 3R ;��a�Yi• Industry Services Diiij�sior(n [c I) 4822 Madison Yard - ay Madison, WI 537pAPR 1 i 1' ot4Aty ` Bayfiel4 )� is tarYj?''rmit Number (to be filled in by Co.) Madison, WI 5302,9vtiPIn C '^C 2'O C , -Inr nn Dr,rl.2S Sanitary Permit Application Slate `Irransaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit Project Address (if different than mailing address) 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 5425 James Rd, Barnes purposes in accordance with the Privacy Law, s. 15.04(1)(m), Slats. I. Application Information - Please Point All Information Property Owner's Name Parcel # Lawrence and Dawn Menard Joint Trust 38635 Property Owner's Mailing Address Property Location 2710 Sunset Pr Govt. Lot 4 City, State Zip Code Phone Number Eau Claire, WI 54703 1 t A l)f,9 NW%.,SE_'/., Section 2 T 44N R 9W ' IL Type of Building (check all that apply) Lot #1 �1 or 2 Family Dwelling —Number of Bedrooms 4 Subdivision Name ❑ Public/Commercial — Describe Use Block # 0 City of ❑ State Owned — Describe Use 0 Village of CSM Number 2194V12P418 ,Town of Barytes M. Typeof POWTS.Permit: (Check efther "New":or fB placement" and, other applicable on--Une A. Check one box on line B. Complete line Cif a licable. A. X New System � Replacement System Other Modification to Existing System (explain) r1Additional Pretreatment Unit (explain) B. Holding Tank mn-Ground O At -Grade Mound Individual Site Design Other Type (explain) (conventional) C Renewal Before Revision Change of Plumber Transfer to New ist Previous Permit Number and Date Issued Expiration Owner WV D1s ersaUrreatment Area and•T•enk Information: ' .. ,.., . Design Flow (gpd) Design Soil Application Rate(gpd/sf) Dispersal Area Required (so Dispersal Area Proposed (sf) System Elevation 600 .7 858 954 95.75-96.75 Tank Information Capacity in Gallons Total Gallons # of Units Manufacturer refab S onte Steelc Fiber Plas ttperior Precast 1 50 1 P Con crate Con- struct G G l t New Tanks Existing Tanks X ed a s s Septic or Holding Tank Septic / 1 A 0 . /3'l e ijT Dosing Chamber 'VResponsIbllItr Statement- J the undersigned, assunseresponslblllfy forIinstsllatlion of the POWTS shown on the attached lane. - Plumber's Name (Print) Plu er's Signature MP/MPRS Number Business Phone Number hc1et ,.--- 3 -P )/ 41/3 /)Oo Plumber' Adddreessss (Street, City, State, Zip Code)ds /�/� f i I - a 7 % 37 tz �;Vgo tL. Ciu1iy/Department Use Only- :....:... _ .., . II Approved O Disapproved Permit Fee Date Issued tit Issuing Agent Signa 0 Owner Given Reason for Denial $ Q 'r ^; L oo.o Sl / � 3 I3 Conditions of Approval/Reasons for Disapproval., Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 inches in size PAGE 1 OF 4 In -Ground Gravity Plan Index & Cover Sheet Q) Component Manual Design References: ill In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027'H � i 2025 �3avnn i�a C� ; Zareing Dept Pg 1 of 4 Index & Cover Sheet Pg 2 of 4 Plot Plan 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 Tank detail Project Name /Description Owner Name(s): Menard Owner Address: 2710 Sunset Dr, Eau Claire, WI Project Address: 5425 James Govt. Lot: 1 _ Township: Barnes 1/4 of Project Parcel ID #: 38635 Phone1/ ')j - q,5L/ Zip: 54848 1/4, Section 2 , T44 N -R 9 County: Bayfield E❑or WW Designer Information Designer Name: T -e Phone:)/S - 11/3 -1100 Designer Address: 96300 r-tc,Stt e-- Jet& Zip: SL/5 E-mail: Of' dAL LiD 4 .,I ,C,O!14 This space reserved for approval stamp. License Number: 103,7 PPJRS Remarks: Signature: Date: i signature required on each submitted copy. k1>n• . drra�ka dorsaretyaPmraa9arelsawcea 1111 MAY 022025 rim. I E SOIL EVALUATION R RICO. Zoning Dept. In eocadence whh SPS 385, We. Adm. Code •Ih' ,P ,., ^) Ni,.Iu6e plan m papa not lei Um 8112x 11kchea hrdu Pla, mud kdude, IxdnotlidMdloWartiiatdbatxontelnfawlcapckd(BAQ,t6adbeatdpetcetidope. Pamd10. e14/_3 sorb adltatwiaa, north rrnw, and locatlon and Sties. b oasiS iced. O(74' Pyre pint ell ht ninon Ra laved ale Pwpal Nmnarlon ym Puvids n.y be cad for .em d Y pwpa.n PrIvscy Lav, a 1504(1 m) %/3' 4//Z PmnqIX Leg-'te 4I M cLa�uaa O Govt Ld X b S 7 N R E (Der) W • CSMagLatY 1 #at 9 CRY. State, aP fi AnO I P- lilanher .. _ / Clty L.hl4 xla rgan NereRRd LiRsplamnont, ❑Puhaeammronld—assts: • FliedFkialevaEonCapp4wbb __ R Pan dnaderld ('tZC "flu. Genmal NRnann and IaWlanerdaaaa: Bodnas U ---I Gmud autab ebv.11_/�R. tkDlh toBn�Bkg tapa� Jn./dcr 1. Ground .gracedeva1C Depth tot.a 6cicr d•v& L>•7S3,TI�r'7D/A�.l-'��_f�r'�.�7�u�u'Jri ��t'b7�1.7 • i • OWUNd s 1 'u BOD > 30 5220 myL ad TSS > 30 5160 a 0t SThfld 82 n BOD. 5 3o rL Md Tss 5 3o j, R- -vlse or\ • 512O(25 -(i 1.ej SBDamffaln) Page of Baringt21 Baring # O Pit Ground surface elev. h. Depth to limiting fadorr in. J Bleu. oe -aft$, • Sail Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munseil Qu. Az. Cont. Color Qr. Sz Sh. `Eff#1 "Etf#2 O 4n . t9L ______ • JWI[ S O O? ]i I 2jL - �ti iW2 •2 L 911q % jj% 4g�Q c I)_ �9A LI io5 ic • o [11 Baring # ❑ Boring ❑ Pit Ground surface alev.,_ft. Depth to limiting factor in. / clay. ft. Horizon Depth In. Dominant Color Munseil Radox Description Qu. Az. Corti. Color Texture Structure Gr. Sz Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 "Etf#1 Etf#2 Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor._,__in. / eiev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDWFtz 'Et1'#1 °Eii#2 ° Effluant #1 = BOD > 30 S 220 mg!L and TSS > 3o 950 mgIL . ° Effluent #2 = SOD, A 30 mgIL end TSS 5 30 mg/L ll APR - is 12025 Bayfiel�i Co. Zoning Dept. SOU Profila Sh.,t. �� APR 1 1 2025 } F Owner. •,�,� SyzteiElevation: � W raV A Syst.m nge' to c8 lbc) .::::qq,,c 9?Nr•_ awe/ •N • • ♦.wN lYll,�y •..• _ N`:��r �� tom' 6 • ..►.. «. 1! • p{•� ::::- Jar -0049• N••.• /, r r � •-N.• •••N• i t • 00..00 • t',O 1 � � -•• -• ••r••: f J ` •-_•- NM• _- - r • 4'i � 0000 •r_Nr -«• «NN • 0000 Q�..� r •-- f�(��}, • •N... !r na •. ti/" I • ••N• ... •.• r •• ... N• _ 0000 Nr_r • • -- - M_ NO Q � • 000_0 0000 NN• N•N• ' •O••• NN •• •• N •- _0000 tAE a*Aqa--,-oF aAb j7..5 .3 SAR'OUTSIDE Di APR 1' 1 2025 Bayfield Co. Zoning De MITE ' s ' s,t S 117' 8r 141712 s 40 r E a�z• £ I I 1 g csu NO. i484 %' ® / LOT 2 rI Aim G NO. 1 R I ♦z • � ` NEW LOT Xr 3.OAC. �/ S 8 °05'15' by 1 ') 3 (S 'IV $ t�` 1 NEW LOT ` � Ns ``e"• 13.3 AC.// $ `\ LOTS t 91� ' M W. 1 ff QF' fl{8 8E iwcE EASE i/4 EI L0T+\ A cm Ao, i484 • Z2_1 AC±%- 1 -_- �0 r�...�� -rte ♦` �M N - - 835 21 I ♦� e �` (555'15 `` o�.460.15, 1 �' r ' \ I N S , CSM NO. 14884 5 i 9 a e t � CHECK SOX AS APPUCASILE CHECK D0X AS APPUCASLE. SOIL EVALUATION Scale: jn = sti, O SYSTEM PAGE 2 OF 75 900 SITE MAP ' PLOT PLAN PROJECT NAME: , DESIGN FLOW �___ GPO (12 S ft grid) i 2 5 )M QY�G .- � c L Attach design flow calculations for commercial plans. PROJECT ADDRESS 1 J ..�� . c, IZ( _()_ Pipe Material 1 ASTM Standard (Tables 384 30-3 & 384.30-5) i i1 SanEtary Sewer J ... SM Symbol .4SM Elevation 110 `� �ll Force Main__________ 1 6M Descnpiron � ,f 1t.{ t �k a-�;:aa i� Scope Grad;ent k%j lndtcnto north try IMPORTANT: of Tested Area �� well Symbol ill applicabta) p .drawing an arrow Show ground elevation contours at suitable intervals on the app►oprite Pre 1 ' Pro MAY 022025 U. Bayfield Co. Zoning Dpi. \, i /''1•t Aged � am 1 f Ruth Hulstrom From: CeCe Rudnicki <cece@thesepticgal.com> Sent: Friday, May 2, 2025 5:09 PM To: Trent Wiesner; Zoning; Ruth Hulstrom Subject: Fw: Menard Application Attachments: image.png; image.png; image.png; Menard.pdf Follow Up Flag: Follow up Flag Status: Flagged Updated soil test sheet for Menard application CeCe Rudnicki 715-403-0726 — call or text www.theseptticgal.com From: K H <firestarkennel@hotmail.com> Sent: Thursday, April 24, 20251:43 PM To: CeCe Rudnicki <cece@thesepticgal.com> Subject: Re: Menard Application Please Let me know if this works for you. Thank you! Sent from my iPhone Krystal Hagstrom Hunters General Store Certified Soil Tester SP -031 800001 7.1.5 685 4410 On Apr 22, 2025, at 10:27 PM, CeCe Rudnicki <cece@thesepticgat.com> wrote: A couple of things I need for the Menard application: 1. A plot plan which meets the requirements in the component manual. Specifically: a. Drawn to scale with scale identified and bar scale shown b. Contours shown in the tested area c. Slope percentage and direction d. OHWM elevation in reference to the benchmark onsite 2. A soil test with the 31d horizon of B1 fitted in 3. The soil test identifies the structure of s and cos as granular. Sand does not have structure and is single grain - but can be cemented. Osg is the usual structure description for s and cos. 1 4. A plot plan drawn on a survey map is not acceptable. It needs to be drawn by the soil tester and needs to be: a. Drawn to scale with scale,identified and bar scale shown b. Contours shown in the tested area c. Slope percentage and direction d. OHWM elevation Please email me the updated forms once you have them completed. Contact me if you have any questions. Thank you. <image.png> <image.png> <image.png> CeCe Rudnicki 715-403-0726 — call or text www.thesepticgat.com 2 (4fcBO A5 'CAUi r.. C► ECV BOX A.5 APr'i.'1►MF LI SOIL EVALUATION Scam; 1 - 50 SYSTEM PAGE 2 OF SITE MAP ,s , PLOT PLAN PRQ,iECT NAME - ip�,1 Ir1 DESIGN RCM `.c 1 _V14 Attach dosign now ralr ulat�ons fr)r cr)mmerr-,a{ 1 r.Ff C1 At?Rss 1 '�1fl Ptpo Matorial / ASTM Starid (TsbJft 3&t 3 & 364 3v-5; `��• ti> r 13M F{ . . N/__________.._ San�lRry Ste, -� eia fka[ nit(St1 r ti � { � � �i� ��- . Y. � � � S{aue Grd.ert (%{ jj i�; 1 �^ 1 f Well Symbol (it aG kcr+t�te) 0drawing t..d le nv+thtoy an am.. IMPORfiTANT: o! ested A^ee } Show ground otavation contours at stmabo tntarrats on The npm=prftt tre IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) SOIL COVER min. 12' (typical) Septic Tank(s) Manufacturer. Superior Precast Septic Tank(s) Volume(s): 1250 gal gal gal gal Effluent Filter Manufacturer. Polvlok Effluent Filter Model #: PI -525. 12' min.trench depth (typ'°'> TYPICAL TRENCH a. CROSS SECTION VIEW (tya l) (No Scale) System Elevation = 95.75- ft (typical) Quick4 Standard -W w/ End Cap (Show location of inlet I outlet pipe connection on plan view.) (typical) r - Br 62 ft (typical) INSTALL PER TRENCH: 15 Quick4 Std -W @ 20 ff EISA/chamber = 300 ft2 + 3 Pairs of end caps @ 6 f 2 EISA/pair = 18 ft2 = Proposed EISA per trench = 318 ft' Provide minimum 3 ft separation between trenches. Observation Pipe (typical) Install per manufacturers / Instructions. TYPICAL TRENCH PLAN VIEW (No Scale) IA=3.0ft (typical) Quick4 St Bard -W Chamber (typical) (mfd by Infiltrator Systems, Inc.) Install pursuant to manufacturers instrucfionsc (c C Cr Required Infiltration Area = 856 ft2 Distribution Method: x 3 trenches = Proposed Total EISA = 954 ft2 branched manifold C) CA) 0 m PAGE 4 OF 4 In -ground Gravity Management Plan IMPORTANT: The owner of this In -ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements 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 POWT Maia1e ig with SPS 383.52 3 Wisc. Admin. Code. D accordance ( ), ( Maximum Dispersal Area Operating Limits: ;11i APR L.u5 5 I Design Flow = 5.l$ gpd; 9 mgL1; BODr, ≤ 220 m L-'; TSS ≤ 150 m L-'; Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of 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. 281.48 Wis. Stats. when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code. o Effluent filter(s) 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: �1 Name of individual or company: 144 Sl 4T C Phone: �%c 7% 3 /9� 1 Local government unit: Local government unit address: Bayfield County, Washburn, WI Phone: 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, 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. 4/1/25, 9:11 AM 1000043682.jpg 'SUPERIOR 1250 1 -Compartment Tank " SUPERIOR PRECA8TCONCIETE TOP VIEW_________________ D I APR 1 1 2025 Ii— :/ Loltlriy L1Yp1 Lid: 4,238 Total: 10,776 t Gallons Per Inch: 28.1 Enlarged Detail APPROVED 4* DEPT. OF SAFETY NW PROFESSION I. Ixilot SERVICES DME ON Of IJWUSTTRY SE,R,VtCES ,�SE i 599 CORRESPONSEECE ManhokOpeui6 11)a V1'1 28" 8" Air Spare e Dvp& 73R 7r 4" Olaf 1 6'" 48"I 3" Tape: Produced by Superior Precast Concrete, LLC PO Box 1390 Hayward, VW 54843 ..' Bainle Gam (Pararad m Place) SUPERIOR PRECAST CONCRETE Design conforms to ASTM C1227, Specification for Precast l�Lr Concrete Septic Tanks and WI SPS 384.25, POWTS Holding Railer Components or Treatment Components. The information provided on any Superior Precast Concrete (SPC) drawing or document shall be verified by the purchasers licensed professional engineer for suitability of use. Configuration may change from drawing, consult with SPC. `Product Ftte Na: i Ra is pmprtetsy bttamutten. and tenth the proptttyof Sup artar Precast Canasta. LLC. I A.3 0&15.20241 https:llmail.google.com/mai /u/0/?ogbl#inbox/FMfcgzQZTzVcH.qHLgWRDbGcwGwdKxklX?projector=l &messagePartld=0.5 1/1 ss- O05'q Industry Services D io o ty 4822 Madison Yard ay ayfel xi•I =' r;� Madison, WI 53 APR 11 rULJmq Sad nt Number (Lo be filled in by Co.) U Madison, WI 530 2-S 2b Sanitary Permit Application a arisaclion Number In accordance with SPS 383.21(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 state-owned POW'I'S are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may he used for secondary 5425 James Rd, Barnes purposes in accordance with the Privacy Law, s. 15.04 I m Slats. 1. Application Information — Please Print All Information Property Owner's Name Parcel/I Lawrence and Dawn Menard Joint Trust 38635 Property Owner's Mailing Address Property Location 2710 Sunset Pr Govt. Lot 4 City, State I Zip Code Phone Number Eau Claire, WI 54703 'c aL *1'i -q 7 NW'/4,SE_'G, Section 2 T 44N R 9W H. Type of Building (check all that apply) Lot #1 �I or 2 Family Dwelling — Number of Bedrooms 4 Subdivision Name ❑ Public/Commercial — Describe Use Block # []City of O Village of Ii State Owned— Describe Use CSM Number 2194 V12 P418 $Town of Barnes II7. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C If a Bcable. A. +�1 New System Replacement System Other Modification to Existing System (explain) � Additional Pretreatment Unil (explain) B. Holding Tank -Ground 0 At -Grade Mound ❑ Individual Site Design I O Other Type (explain) (conventional)I C, Renewal Before Revision � Change of Plumber 0 'transfer to New ist Previous Permit Number and Date Issued Expiration Owner IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Ratetgpdisf) Dispersal Area Required (st) I Dispersal Area Proposed (sl) System Elevation 600 .7 858 954 95.75-96.75 Tank Information Capacity in Gallons Total Gallons # of Units Manufacturer Prefab Site Steel Fiber Plas perior Precast 7 50 1 Con crate Con- struct G I New Tanks Existing Tanks x ed a S s Septic or Holding Tank Septic /'2 SO IA 5C Sei'/es Pric4fr Dosing Chamber V. Responsibility Statement- T the uodersi ed assume res onsibBi for Installation of the POWTS shown on the attached plans, Plumber's Name (Pr Plu cr's Signature MP/MPRS Number Business Phone Number 03 -FM y/3 /) Plumber' Address (Street, City, State. Zip Code) 30o sn i IS . SV C VI. County/Department Use Only Disapproved Approved Permit Fee I Date Issued Issuing Agent Signa U Owner Given Reason for Denial $ t�oo.00 � / R3 / Conditions of Approval/Reasons for Disapproval cc.___ _ s \ CAY ` . Attaca to complete plans for the system and submit to the County only, on paper not less than 8 12 x II inches in size PAGE 1 OF 4 In -Ground Gravity Plan Index & Cover Sheet jbj E C� l U C D Component Manual Design References: In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2b27$Pr 1 1 2025 Bayfield Co. Zoning Dept. Pg 1 of 4 Pg 2 of 4 Pg 3 of 4 Pg 4 of 4 Attachments: Index & Cover Sheet Plot Plan Dispersal Area Cross -Section & Plan View Management Plan Enclosures: POWTS Application for Review Soil Evaluation Report & Site Map Tank detail Project Name / Description Owner Name(s): Menard Owner Address: 2710 Sunset Dr, Eau Claire, WI Project Address: 5425 James Govt. Lot: 1 1/4 of Township: Barnes Project Parcel ID #: 38635 Designer Name: Designer Addre: E-mail: Phone. -7/i_ - q5i/ Zip: 54848 1/4, Section 2 , T44 N -R9 County: Bayfield Designer Information License Number: 1037- PAIRS Remarks: Signature: EHor W IV I Phone: )/$� _ y/3 .. rn f Zip: 9LIS5C This space reserved for approval stamp. --� Date: ! / a r signature required on each submitled copy. wwcmwnoqwmx rasarxyaP ;o,Alsamcm H MAY ^ 7 2025 D onammartlwaysairte, e. SOIL EVALUATION RLPORTCo. Zoning Dept. In aotnrrdana whh SPS 385, Wle. Adm. Code rZft:--w� " but S iribd to vwtkel eM hmUm tafarance a x 11 indks maize. Phn w ope, F pds =ftneclknandpwanldope, Pems' Bale adtmenalons, norBt arrow, end bcmon aW dbtanca b n..rest road. Pt.... print .11 lr/ormabee Page l d r r r ! r 1 to �� .1 V r, uRaPiacarrnt/t ❑Prdtn-mmS1-DWabe:- PnedrnNnfot &Al©E ,Tw Gerw.l ammanr sW mwnTmde0orr: City Q] I1ocvf Gtdad.ulbce ebv.l l• la7R Code deriv.d dnian8owrata1t(lGPO Fb 1 Phn elev.8an ff40[a . ft. Depth to Bniti9 feclorf n.Idart. Bores fl Crrotni=receelev. IL Depth to Sitig f.dor]nhn I dev�a;IL fill. tfla.-_1 • ' - S / tr• j Elaued ai a 8OD > 30 :9 2M mp.L end T53 > 3a 5150 mDL ' EI**Id s2 - DGD, s 3a nplL aM T55 s 3o nWL RQ-vls\or\ •SI2C125 -Ftt•Qd 1m21 Page of Boring t2] Boring!! (] Pit Ground surface elev. f L Depth to limiting factori �in. / elev. ��� '� '. is 1;_ J•' r" i ' r ��r LII Baring # ❑ Boring . ❑ Pit Ground surface elev.___,_gf. Depth to limiting factcr�_,in. l dev.ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Eli Boring # Soil placation Rate Boundary Roots GPD/Ft2 "Ef1#1 -Efi#2 O Daring ❑ pit Ground surface etev. ft. Depth to limiting factor In / elev. ft. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cant. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 'Etf#9 °Elf#2 Effluent #1= SOD a 30 220 mglL and TSS a 3O150 mglL fi5 QU 1111 APR 1 1 2025 Bayfield Co. Zoning Dept. ° Effluent #2 = BOD, <_ 30 mg/L and TSS S 30 mglL SOH Profile Sheer�� ��� APR 11 2025 e Depi Syten Elevation: wQ pp�� L®�d �•�d6s System Y M Rinse. to .:::I::. --.qq ., . .NN .••4. :. r.�a �� .;ern; .... _.._. n Lam• «.w. jj ••N.. J3?r jFr II »" Ne .. .C- .... - •- •NN. AECDL Oj L4 "1'1-' scc9≤ OUTSIDE v APR 1 2025 E ; � F a l Bayfield Co. Zoning DeiSMITM8549.r E IQs. y7' 7 ,n Q1 yJ NN b LOT 1 #JE VA CSM NO. 1484 I �' I '�` •fin � �'�J _csM NO. 1484 jC4BIN .X` \� �\ S �w•o i"/ LOT 2 I f W 88°G5 off.® 01C.� /, ' v I �% Vf s 18 aT •� I N LOT r, MW , 16 3.3 AC.* 3t / i 1 5 �g9st9 z LOTS I 14 �CSM NO. 1484 I teaL r sus wx :/4 th'L0T %\ c, N A0 A .± �L0 - .• ! :::: 85821W \ LOT 4 9� 1� f I + + �� to vv \ I CSM N0L 1484 E - ti i II " 's SDTI t i y I` CHECK BOX AS APPLICABLE CHECK D0X AS APPLUGALILE. SOIL EVALUATION Scale;'" ' 50' [:j SYSTEM PAGE 2 OF SITE MAP ° PLOT PLAN PROJECT NAME: DESIGN FLOW Edo GPO (12 S tt grid) 12 5 ) .-� Attach design flow calculations for commercial plans. PROJECT ADDRESS 5 t I S Pipo Matorial 1 ASTM Standard (Tables 384 30-3 & 384 30-5) i N Sanitary Sewer 1 SM symbo' 4 SM Elevation 100 FT Force Main Scope Gradient t%) DJ Indreato twills by IMPORTANT. of Tested Area �, y Well Symbol (it applicable) 0 drawing an arrow Show ground elevation contours at suitable intervals on the epproprito line MAY 022025 Bayfield Co. Zoning Dept. ii ii r' Z'v°' 1 O (J l�- i PPopo5ys40v V�3 rJt_ ob[i, °,a ;,6 jtl ?S' Ruth Hulstrom From: CeCe Rudnicki <cece@thesepticgal.com> Sent: Friday, May 2, 2025 5:09 PM To: Trent Wiesner; Zoning; Ruth Hulstrom Subject: Fw: Menard Application Attachments: image.png; image.png; image.png; Menard.pdf Follow Up Flag: Follow up Flag Status: Flagged Updated soil test sheet for Menard application CeCe Rudnicki 715-403-0726 — call or text www.thesepticgal.com From: K H <firestarkennel@hotmail.com> Sent: Thursday, April 24, 2025 1:43 PM To: CeCe Rudnicki <cece@thesepticgal.com> Subject: Re: Menard Application Please let me know if this works for you. Thank you! Sent from my iPhone KrystaL Hagstrom Hunters General Store Certified Soil Tester SP -031 800001 71.5 685 4410 On Apr 22, 2025, at 10:27 PM, CeCe Rudnicki <cece@thesepticgal.com> wrote: A couple of things I need for the Menard application: 1. A plot plan which meets the requirements in the component manual. Specifically: a. Drawn to scale with scale identified and bar scale shown b. Contours shown in the tested area C. Slope percentage and direction d. OHWM elevation in reference to the benchmark onsite 2. A soil test with the 3`d horizon of B1 filled in 3. The soil test identifies the structure of s and cos as granular. Sand does not have structure and is single grain - but can be cemented. Osg is the usual structure description for s and cos. 1 4. A plot plan drawn on a survey map is not acceptable. It needs to be drawn by the soil tester and needs to be: a. Drawn to scale with scale identified and bar scale shown b. Contours shown in the tested area C. Slope percentage and direction d. OHWM elevation Please email me the updated forms once you have them completed. Contact me if you have any questions. Thank you. <image.png> <image.png> <image.png> CeCe Rudnicki 715-403-0726 — call or text www.thesepticgal.com 2 Li SOIL EVALUATION scale. 1 = 50 M SYSTEM PAGE 2 OF SITE MAP ° w 75 10 � � 2. 7 PLOT PLAN PL RQJECI NAME /2 (f75xga1; t15 DESIGN sICN/ P't"1 " '^' Attach design Mw ratculations for comnwrrlal dare °r+lJFGI A00RESSaS�s e!r•91'mhM 4 aN F'Mel on (J \J FT N Ew Oescnmon il�. ...t:; '�. ^k S'r •A S14 (? S:ace G.edf (%J i.4CM. rt lF of I esled A ea +— I / We Symnc (4 eryp6rsak) 0 ev.A'.'. % nn the n"vepri.M /- oECEovE0 MAY 0 2 2025 t Flipe Material) ASTM Slant/aid (Tadro 384 30-3 & 384 3O-5; SeMary se", .�_ / _____ ocw Msn _--- l IMPORTANT Show ground elevation conlours at suitat4e ntcriA'5 ki f IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) SOIL COVER min. 1T (typical) Septic Tank(s) Manufacturer: Superior Precast Septic Tank(s) Volume(s): 1250 gal gal gal gal Effluent Filter Manufacturer Polvlok Effluent Filter Model a: PI -525 12" min.trench depth (typical) 4 TYPICAL TRENCH CROSS SECTION VIEW (typical) (No Scale) Provide minimum 3 ft System Elevation = 95.75- ft separation between trenches. (typical) Quick4 Standard -W w/ End Cap (Show location of inlet / outlet pipe connection on plan view.) (typical) B= 62 ft (typical) INSTALL PER TRENCH: 15 Quick4 Std -W @ 20 ff EISA/chamber = 300 ft' + 3 Pairs of end caps @ 6 ft' EISA/pair = 18 ft' = Proposed EISA per trench = 318 ft' Observation Pipe (typical) Install per manufacturers / Instructions. TYPICAL TRENCH PLAN VIEW (No Scale) IA=3.0ft (typical) W I cu Quick4 Standard -W Chamber (typical) p (mfd by Infiltrator Systems, Inc.) Install pursuant to manufacturers instruction-- cn � D m n z W _ 0 m o C � CT f111 Required Infiltration Area = 856 ft' Distribution Method: x 3 trenches = Proposed Total EISA = 954 ft2 branched manifold PAGE4OF4 In -ground Gravity Management Plan IMPORTANT: The owner of this in -ground gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements 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 POVMTp r4ai�ape i accordance with SPS 383.52 (3), Wisc. Admin. Code. IV, L , E I� Maximum Dispersal Area Operating Limits: APR I 'LU25 Design Flow = 600 gpd; BOD5 5 220 mgL 1; TSS ≤ 150 mgL"'; CFa l'Iri`Go0Lol�ng'Dept, Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) o material fatigue (Le., 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 (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 (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. 281.48 Wis. Stats. when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code. o Effluent filter(s) 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: Nk SG101ic Phone: 7I ≤ 79% 3 y9H Local government unit: Local government unit address: Bayfield County, Washburn, WI ZIP: Phone: 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. 411/25, 9:11 AM 1000043682.jpg U SUPERIOR I 1250 1 -Compartment Tank 5 SUPERIOR PUICAITC0ICIETE TOP VIEW" c II APR 1 1 2025 Li Imo- i ti" Weight (in Ibst Tank: 6.53' Lid: 4.238 Total: 10,"5 Volume fContrete Total Gallon: Per Inch:28.1 Lad WaZ Enlarged Detail conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES fad Ram SEE CORRESPONDENCE Manhole Opening.: C) SIDE VIEW S" An Space _1C=i ;. Depth Zoning I 6,.. 48"I 3" Taper Produced by Superior Precast Concrete, LLC PO Box 1390 Hayward, WI 54843 Polyethylene Baffle SUPERIOR PRECAST CONCRETE Design conforms to ASTM C1227, Specification for Precast Stasdc Concrete Septic Tanks and WI SPS 384.25, POWTS Holding Rope Components or Treatment Components. The information provided on any Superior Precast Concrete (SPC) drawing or document shall be verified by the purchasers licensed professional engineer for suitability of use. Configuration may change from drawing, consult with SPC. F, ucI FSNa. I 1NsIt mWafro k,IaiiNM1On. an rz a,nsme pmpattycIsupouorwecastCw tute. tIC. R ]0S3&]0}1 hftps://mail.google.com/mail/u/0/?ogbl#inbox/FMfcgzQZTzVcHgHLgW RDbGcwGwdKxk[X?projector=l &messagePartld=0.5 1/1 WARRANTY DEED This deed, made between Tubesing Revocable Trust Agreement dated December 26, 2003, and any amendments thereto, Grantor, and The Lawrence and Dawn Menard Joint Trust dated November 9, 2017, and any amendments thereto, Grantee, Witnesseth, That the said Grantor, for a valuable consideration conveys to Grantee the following described real estate in Bayfield County, State of Wisconsin: As Described in Attached Addendum/Exhibit A By executing this deed, Donald A. Tubesing and Nancy Loving Tubesing certify that they are the current, duly qualified and acting trustee(s) of the Tubesing Revocable Trust Agreement dated December 26, 2003, and any amendments thereto. This is not homestead property. DENISE TARASEWICZ HAYFIELD COUNTY, WI REGISTER OF DEEDS 2020R-582859 06/26/2020 02:43PM TF EXEMPT #: RECORDING FEE: $30.00 TRANSFER FEE: $2,625.00 PAGES: 2 EGEoVE0 APR 1 1 207 Bayfield Co. Zoning Dept. Lawrence and Dawn Menard Joint Trust 2710 Sunset Drive Eau Claire, WI 54703 File No. 149057 Together with all and singular the hereditaments and appurtenances thereunto belonging; And the said grantor warrants that the title Is good, indefeasible In fee simple and free and clear of encumbrances except exceptions, reservations, easements and restrictions of record, and will warrant and defend the same. 1^" Dated this 2'1 day of June, 2020. Revocable Trust Agreement dated December 26, 2003 By: Donald A. Personally came before me this - Nancy Loving Tubesing to me hereby acknowledge the same. State of Wisconsin Sawyer County This Instrument drafted by: Michael S. arandner Midwest Title Group LLC By: Nancy Loving Tubesing, Trustee y day of June, 2020, the above named Donald A. Tubesing and own to be the person(s) who executed the foregoing instrument and File Code: HAY-BayFA File Number: 149057 1111 APR 1 1 2025 BUJ ADDENDUM/EXHIBIT A Bayfield Co. Zoning Dept. Lots One through Four (1-4) of Certified Survey Map No. 1484 as recorded in Volume 9 of Surveys on Page 37, as Document No. 2006R-509398, located in and being part of Government Lot Four (4) and the Northwest Quarter of the Southeast Quarter (NW1/4-SE1/4), Section Two (2), Township Forty-four (44) North, Range Nine (9) West, Town of Barnes, Bayfield County, Wisconsin, AND The Northwest Quarter of the Southeast Quarter (NW1/4-SE1/4), Section Two (2), Township Forty-four (44) North, Range Nine (9) West, Town of Barnes, Bayfield County, Wisconsin, EXCEPT the North 300 feet thereof; ALSO EXCEPT that part described in Volume 1 of Surveys on Page 265. For Informational Purposes Only, the above described lands are designated with the following, Tax ID Number(s): 04-004-2-44-09-02-4 02-000-10000 04-004-2-44-09-02-3 05-004-01100 04-004-2-44-09-02-3 05-004-01200 04-004-2-44-09-02-3 05-004-01300 04-004-2-44-09-02-3 05-004-01400 Property Address(s): 5445 James Road Barnes, WI 54873 BAYFIELD COUNTY CHECKLIST FOR SANITARY APPLICATONS Submit the Following (Use Permanent Ink) (Title 15, Section 15-1-10(e)) Check List Original Sanitary Application (Submitted in Deed Holders Name — no prospective buyers) (383.21(1)1.) Index Page / Title Sheet (Signed by Plumber) (383.22(2)69(c)) Cp Original Plot Plan (383.22(2)2. 3. & 4.a) ross Section, Over -Head Profile of the System and Schematic of Tank from Manufacturer 07eiZank-Biagram, Alarm and Pump Curve (when applicable) ,Contingency Plan / Management Plan (383.22-3(2)(b)t.f.) 0 Maintenance Agreement (Owner's Original Signature) (383.21(2)(c)(5),(6) (Recorded at Reg. of Deeds) Tank pervi Lontract ri IProperty w ) 0 Fee (Make Check Payable to Bayfield County Zoning) (383.21(2)(c)7) ❑ 2 Comolete Sets of Plans (383.22(2)(2.) (Note: Sanitary Application and Maintenance Agreements are to be attached t all ies it and Site Evaluation Report (383.22-3(2)(b)1.e.) State Plan Review (when applicable) ❑ Copy of Warranty/Quit Claim Deed (Optional) 59n1tary Application: (Include the following Information) I Application Information must include: ❑ 23 digit Parcel ID# -- (do not use 12 digits anvmore—obcnlpret I 'Thin IV V VI VII ❑ Project Address g1 Road Name where driveway is/will come off of) Type of Building Type of Permit Type of POWTS System Dispersal / Treatment Area Information Tank Information Responsibility Statement (Plumber's Information) *Date Stamp* Plot Plan: (To Scale or To Dimension) Signature and Plumber Information 4�Surface Elevation of Body of Water Direction and Percent Land Slope thank and Filter Information and Location %'Wetlands / Navigable Bodies of Water 'Absorption Area (Proposed and Existing) tBench Mark (Location, Elevation and Description) 0 (Owners Phone Number) f-kAddress Number and Road ' North Arrow Contour Lines ,Structures and Driveways (1S,Boring Locations O(Property Lines aNVell Locations ❑ Component Manual Version G$Legal Descriptions Piping Material Information (conveyance line, building sewer line, material type and diameter) Turn Over ► Ifil o EC uVE 0 APP 1 1 2025 Bayfield Co. Zoning Dept, Cross -Section and Over -Head Profcle of the System: Surface and System Elevation 'Position of Observation and Vent Pipes 4.Dimensions and Depths Make, Model & Number of Chamber Units in each Cell Property Information 'low many systems will there be on this parcel of land? O Has this property been split? (Property Statement shows Property History) Fees: ,rivate Sewage System (Septic Tanks) $ 400.00 ❑ Private Sewage System (Holding Tanks) $ 400.00 ❑ Mounds or Systems requiring Pre -Treatment $ 500.00 ❑ Sanitary Revisions $ 25.00 ❑ Private Sewage System Reconnection $ 50.00 and Private Interceptor ❑ Return Inspection $ 50.00 ❑ Maintenance Agreements + $ 30.00 (checks made out to Reg of Deeds) I u/forms/cheddists/checMistforsanitaryapps (10/2009);(®7/2011);(®2/2012)(®5/2/2012 -dc) Prom by: 4/9/25, 12:00 PM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfield County Property Listing Today's Date: 4/9/2025 Property Status: Current Created On: 10/20/2021 11:36:03 AM Z Description Updated: 10/20/2021 4 Ownership Updated: 10/20/2021 Tax ID: 38635 LAWRENCE & DAWN MENARD JOINT EAU CLAIRE WI PIN: 04-004-244-09-02-3 05-004-01600 TRUST Legacy PIN: Map ID: Municipality: (004) TOWN OF BARNES Billing Address: Mailing Atldress: LAWRENCE & DAWN MENARD LAWRENCE& DAWN MENARD r�p 6 L`1 I!I Ii U V SIR: 502 T44N R09 W JOINT TRUST JOINT TRUST Description: LOT 1 CSM #2194 IN V.12 P.418 2710 SUNSET DR 2710 SUNSET DR EAU UZ5 (LOCATED IN GOVT LOT 4 & NW SE) CLAIRE W1 54703 EAU CLAIRE WI 54703 APR 1 i Z Recorded Acres: 2.980 Calculated Aces: 2.980 Lottery Claims: 0 First Dollar: Yes ESN: 104 P Site Address * indict 5425 JAMES RD ® Property Assessment • Tax District Updated: 10/20/2021 2025 Assessment Detail Code 1 STATE GI-RESIDENTULL 04 COUNTY 004 041491 TOWN OF BARNES SCHL-DRUMMOND 2 -Year Comparison Land: 001700 TECHNICAL COLLEGE Improved: Total: a' Recorded Documents Updated: 4/16/2007 O CERTIFIED SURVEY MAP Date Recorded: 9/17/2021 202IR-590973 12-418 9 WARRANTY DEED Date Recorded: 6/26/2020 2020R-582859 9 WARRANTY DEED Date Recorded: 2/27/2014 2014R-553447 1121-906 O CERTIFIED SURVEY MAP Date Recorded: 9/25/2006 2006R-509398 9-37 I.f Property History Parent Properties Tax ID 04-004-2-44-09-02-305-004-01100 34471 04-004-244-09-02-3 05-004-01200 39472 040042-4409-02-3 05-004-01300 4473 04-004-244-09-02-3 05-004-01400 43 474 Private Road Bayfield Co. Zoning Dept. SOLON SPRINGS 54873 Updated: 3/25/2022 Acres Land Imp. 2.980 91,900 10,500 2024 2025 Change 91,900 91,900 0.0% 10,500 10,500 0.0% 102,400 102,400 0.0% HISTORY O Expand All Histgv White=Current Parcels Pink=Retired Parcels 9 Tax ID• 1239 P- • 04-004-2-44-09-02-305-004-01000 Leg. Pin: 004104409000 9 Tax ID: 34474 Pin: 04-004-24409-02-3 05-004-01400 9Tax ID: 1239 Pin:04-004-2-44-09-02-3 05-004-01000 Lag, Pin: 004104409000 9 Tax ID: 34473 Pin: 04-004-2-44-09-02-305-004-01300 9 Tax 10:1239 Pin: 04-004-244-09.02-3 05-004-01000 Leg. Pin: 004104409000 9 Tax ID: 34472 Pin: 04-004-2-44-09-02-3 0.004-01200 9 Tax ID: 1239 Pin: 04-004-2-4409-02-3 05-004-01000 Leg. Pin: 004104409000 9Tax ID: 34471 Pin: 04-004-2-44-09-02-3 05-004-0110 38635 This Parcel t Parents 4 Children https://novus.bayfeldcounty.wi.gov/access/master.asp 1/1 Private Sewage System Maintenance Agreement DOCUMENT NUMBER 2025R-607473 fTrustDANIEL.). HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI 70l ti m, I two/ uu nuruoy cermy me prvate sewage system wW 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 Mm, Code, Code, as from time to lime amended. (COMPLETE Legal is required) Al')) 1i4 of S[ 714 Section _) Townstdp L'N. Range / W. Additional Legal Descriptlar. _ Town of S (Acreage) t& 9 Govt Lot Lot _ Block Subdivision ^; y� Lot CSM #,a(9�( Vol. Lai Page /CSM Doct#cZ/ Ps9t In -ground gravity ❑ Mound RECORDED 05/13/2025 AT 2:15 PM RECORDING FEE: $30.00 PAGES:1 Return To: Planning and iin al�n�tt M / t kill MAY '142075 ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System: ❑ At -grade Sewage System ❑ Other Septic Tank (system types A through E): The septic tank shall be pumped by a certified seplage servicing operator within three (3) years of the date of Installatln and at least once every [Mee (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. Septc Tank Effluent Fiter (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 shag be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewane System D'soerse Ceti (system types A through E): The private sewage system distribution can shalt be vsuany inspected by a certified saplage servicing operator, P0WTS 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 -credo and Inaround P re ystem aterals (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 Boyfieid 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. Beygold 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 maybe placed on the tax roll as a spadai 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 currant and futum owners of such property. Owner(s) Name(s) — Please PAM Subscribed and sworn to before me an this data: £54J. LiiTl, T/1rlsfLC Qy /.2� o2fla5 Notarized s)—signature(s) Noilfr _ho 24 /e My&Ims: -- - 1 o L Preened by. — ulbnns/sanitary/sozarnat tencoagroomom Revised July 2020 5/21/25, 10:11 AM CarmodyT"" BAYFIELD COUNTY SANITARY PERMIT (#04)-25-26S STATE SANITARY PERMIT OWNER: LAWRENCE & DAWN MENARD JOINT TRUST G OV'T LOT: LOT: 1 B LK: CSM: 2194 NW1/4 SE1/4 SEC:2,T44N,R9W TOWNSHIP: Barnes SOIL TEST: 167-24R NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: Cory Schaffer TRACY POOLER DATE: 5/20/2025 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: # 1037 Condition: Properly Maintain System Per Recorded Agreement. THIS PERMIT EXPIRES 5/20/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION httnc•//www narmnrivinr. rnm/ParmitAnn/Parmit Sinn ncny?Print=IP nprmitanniri_747n "1/7