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" INBOUND NOTIFICATION : FAX RECEIVED SUCCESSFULLY T" TIME RECEIVED REMOTE CSID DURATION PAGES STATUS September 3, 2025 at 10:37:35 AM CDT 7157952324 32 1 Received 9/8/2025 g36:3PJsCablm Store 7157952324 1/1 (Fax this form to Zoning Dept when you wmnt an mapeawn — d rnv'l wi Time Change ❑ Disce PaM Other i rnWro InUmwr FP, -�~�� S CL7/S 7fl .2 9 z z Fax tdwnbar mber: 4�%S V ' Home Owner TIM Z bthJ c K 14 / SaniTry j rr11 r- s Pormit #: oC i • plumber's Choice Dept No ineosctign d9da thee times '11:30 am —2:30 pm Wed. (Jon) cc;!.;)J s e: 0 *nl-1230 pm Tue& (Josh) 19.30 em —12:30 pm Thurs, (Josh). Time: i Plumber's Choice yU lam nr Dept cIn'unedlet Phone Nlntmar ao 3oning e• Dept can call you back It needed �11 Township— 31� S RndNaiXb Road Name:. -2.3O GEK /7i.t4 ; o400•U , ci i- mr' YcI v1Zic. iO 13��wLfS nr Directions �4 matte: � comments; fil is Ypu mva contain tt' change(s) that have been medo w1or to __ or *M inscocfen wti not be soft do Egs memo rwUlbe eon! voiding the lnspeg on. Thank You! •"` Plumber roust vetfl' any change(s) by fax Q no !sPl m wiN be ncberlb & "* uncr.:�a9seruFt*Qi.ea�v+eep04'or 2onmg D.ot;41WOM *ny 2C;5 �oQ Private Onste Wastewater Treatment Systems ( POWTS) Inspection Report (Attach to Permit) Industry Services Dlvisiol General Information TIM E ZWICKEY Personal mfo=mation you pro 1807 SAVANNAH CIRCLE 15.04(IXm) I Permit Holder's Name: Iv1ARSHFIELD WI 54449 age Town of. CST BM Elev: 1iiBM Elev: - — BM-Descnption: tt�� c crae00 r�tUt1 "iii ank Information setback to: County Sanitary molt No: 25-125 State Plan Transaction ID#: Parcel Tax No: TYPE I MANUFACTURER I CAPACITY I Prop. Line I Well I Building Air Intake I Road Se tic 6 n % N/A Dosing N/A Aeration N/A Holding _i Pump / Siphon Information / Elevation Data Pump Manufacturer Pump Model Demand GPM Filter Manufacturer liter Model TDH Lift Friction Loss Head Total Forcemain Length Dia Dist To Well Dispersal Cell Information DIMENSIONS Width Length # of Cells 2- 7 SETBACK FROM Prgpkine /5 Bui d' WI OHWM Type of Cell Manufacturer: Model Number. Pretreatment Unit Manufacturer: Model Number: STATION BS HI FS ELEV Benchmark /0 .�6' Bldg. Sewer Tank Inlet Cog, Tank Outlet • Dose Tank Inlet Dose Tank Bottom Inst. Contour Header ( Maniifold Distribution Pipe Infiltrative Surface 7�, 62d Final Grade X Pressure iieacer J Maniroia I ulsviouvon tie(5) X Hole Size X Hole Observation Pipes Length Dia jength _ Dia _ Spac_ Spacing ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) O.g �7W 'Ian revision required? ❑ Yes �'o 19Jse other side for additional infor/m/Von. 2 ci k - ❑ Yes ❑ No Date POWTS Inspector's Signature RRnSJ9 n rR ngr9l \ License Number Property Owner Information BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715) 373-0114 e-mail: zoningobayfieldcountv.wi.gov Web Site: www.bayfieldcounty.wi.gov/147 TIM E ZWICKEV 1807 SAVANNAH CIRCLE MARSHFIELD WI 54449 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 As you know 7gm e5 was contracted by you to install a private onsite wastewater treatment system on your property described as: Notes Abandonment of Old System to meet all applicable code requirements: • Tank was pumped by: Tank was crushed / removed and pipes disconnected by: on at AM/PM i On O at (_VS (AM / �e above -mentioned plumber contacted our office to Y ondduct a pre -c er 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: Ulfarms/sanilarypropenyownerinput April 2019 SS - oos td I Department of Safety Couniy Bayfield •`c\i & Professional Services, Snail in fervor Number lm lc riled in by Cot _ J] I Industry Services Division Sanitary Permit Application Stalc'fmnacnon Number In oeeror:ianee with SI'S 383.2112). Wis. Adm. Code sul"msslnn of this form to the appiopl lute gnvcmrnenul unit I'rgleet Addicss (ifdiffcrenl them muting address) is required prior to obtainingu sanitary permit Note Application forms fnrstate+envned l'OWI'S are submitted to the Department orSalely and Professional Services. Personal infiantation ymr provide may he used fn secondary purposes in accorda,lcewllhdte Privacy l.mv.s IS (N(1)(110. Slats �/a ;&ti RRte 1 r. _ rr4JJY L Application loformatio --Pierre Print All Information Property Os ne.'s Name Parcel P U1 w�n4 Tim Zwickey 3 Propeuy Owner's Mailing Address P,opnty Location 1807 Savannah Circle Govt lot w17 IN '/.. City, State I Zip ('ode F Phone Number Marshfield, WI 54449 651-269-7547 %,_.5 Scdion f 44 N i&.99 r' E w It Type offuildlug (check all that apply) 1-n1 a 01 or 2 Family Dwelling— Number of edroms 2 1 Subdivision Name !i '_r, O Public/Commerclal— Describet!sc ii block (/ 7 O Slues O,a,ed— Descnl+e Use ,._ ❑ Vlllagv of , i.._.. CSSI Number Z3L7� 0TI.Ims tf Barnes M. Type ofP0,WTS. Permit: (fleck either "Now" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C If ,jj1plleable.) A' IJ Ncw• System ❑Replacement System 0 Other Modification to Existing System lesplain) 0 Additional Pretreatment Unit (explain) ' ❑ Hnldmg'I'ank / Q7 III -Ground ❑ At -Grade Cl Mound 0 Individual Site Design lo other Type Iexplalru Iconrenannxll C. 0 Renewal nCfine ❑ Revision ❑ Change nl Plumhr ❑-I'mnslir to New Comer List I're' ,,us term" Number and Due Issued lxplmtma IV, D0 ersalfreatment Area and Tank Information: Design Flow Will Design SoilApplication Rmc(gpolsl) I Dispersal Area Itetlund Is) I Dispersal Area Proposed (s8 System Elevation 300 0.7 428.6 446.6 103.1 Capacity in Total Slot' hlonufactoer Tank Information Gallons Gallons thou a i Veyy T$ New Tanks l:.,.lop lira, o _ C . ri Septic otHolding Tina 750 — 750 1 Wieser Dosing Chmnher N. Responsibil Btatetoint.' 1, tie undersigned, assume responsibility for installation of the POWVTS on the attached plain. Plumber's Name (Print) I'Ionlhe 's Signature �ebNown gwmwnS Number I Business Phone Number Ji4 vn C laim44 L. ° ' 3 Plumber's Address (Street, City, State, Zip Code) c - t-. Vi: Cones LDQ artment UseOnly Approecd I O Disapproved Permit Fee I S Data Issued Isom : ge h5tgnmuc 00 -T/ I Cj C Owner (Given Reason for Denial Conditions of Approval/Reasons for Disapproval 'z.� 59$ U (Il )(C ' ..N�f:(,Llbtl;``l(�erpp9 der (� Attach to comNe,e ptam for man1mm one sit"inn in tort oum, 'lm. nn 1'�1'er nv, .c... ..:... .. ... ................ 2o.Its4e0 . oo 4112112s RJR SBD-6398 i R. 0322) a' i Ei;) rb Department of Safety & Professional Services,Sanitary Industry Services Division County Bayfield PermitNumber (to be filled in by Co.) Sanitary Permit Application State Transaction 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 POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(l)(m), Stats. Project Address (if different than mailing address) 2.'2.3(i I, Application Information — Please Print All Information Property Owner's Name Parcel # Tim Zwickey — 1 " 1 1 Property Owner's Mailing Address Property Location 1807 Savannah Circle Govt Lot IN 17 .S s% A• Section City, State I Marshfield, WI Zip Code 54449 Phone Number 651-269-7547 T 44 N 9 - o U. Type of Building (check all that apply) ®1 or 2 Family Dwelling— Number ofBedrooms 2 Lot# 1 Subdivision N MAR 042025 Block* ❑ Public/Commercial — Describe Usc ❑ Cityof ❑State Owned —Describe Use 0 Village of Bayflcihl Co. Zoning n.._. 0 Town of Barnes CSM Numbeerr a'35 �� III. 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 ,.! livable.) A. New System Rcplaccnicnt System ❑ Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B' ❑ Holding Tank ,❑l H In -Ground ❑ At -Grade ❑ Mound ❑ Individual Site Design ❑ Other Type (explain) (conventional) C. ❑ Renewal Before ❑ Revision ❑ Change of Plumber O Transfer to New Owner ist Previous Permit Number and Date Issued Expiration IV. Disptnalftreatnient Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) I Dispersal Area Required (sf) I Dispersal Area Proposed (sf) System Elevation 300 0.7 428.6 446.6 103.1 Tank Information Capacity in Gallons Total Gallons # of Units Manufacturer s o a U " rn 'n h ¢. C7 a New Tanks Existing Tanks Septic or Holding Tank 750 I - 750 1 Wieser Dosing Chamber V. Respdnsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS on the attached plans. Plumber's Name (Print) Flu be 's Signature N m &s C .s�ho!wn ar/MPRS Number Business Phone Number Plumber's Address (Street, City, State, Zip Code) G t W. County/Department Use Only ❑ Approved O Disapproved Permit Fee S Date Issued Issuing Agent Signature ❑ Owner Given Reason for Denial Conditions of Approval/Reasons for Disapproval Atmcl, to conquers plans for dm system and submit to the County only on paper nnHrss than 8 in x 11 inches in size 94. SBD-6398 (R. 03/22) SR- oo2.C1 L. 1!3-9s� ('. w" y Wisconsin DeparlmentdfSafety& Professional Services Division of industryServices SOIL EVALUATION REPORT \lI In accordance with SPS 385, Wis. Adm. Code Attach complete site plan on paper not less than 81/2* 11 inches In size. Plan must indude, but not limited to vertical and horizontal reference point (BM). direction and percent slope, scale or dimensions, north arrow. and location end distance to nearest road. Please print all Information. 1. +' MAR 1iYUZ5 Pie of 3 , Bayfield I.D..394 919 ty Property Owner Property Location 1 u u Tim Zwickey Govt Lot 5W '/, cw ''A 5 17 T 44 N R 09 !E (or)© Property Owner's Mailing Address Site Addr, s or CSM and Lot #: Lot #1 1 CSM Z,j+g 1807 Savannah Circle ver 1Zc 24 City, State, Zip IPhone Number 0 City 0 Village is Town I Nearest Road Marshfield, WI 54449 I ( 651 ) 269-7547 _ Barnes J River Rd j'NewConstruction Use: 19Residential/Numberofbedrooms 2 Code derived designflowrate +1V0 GPD Replacement ❑ Public or commercial— Describe. Flood Plan elevation if applicable N/A . Parent material Outwash sands (Rubicon-Sayner complex) General comments and recommendations: Ground surface elevations are for original grade. Sand has been brought in to level site Boring ❑Boring 104.2 96 96,2 ®Pit Ground surface elev._ft. Depth to limiting faclor_in. / elev,_fl. Snit Annllrailnn Rate Horizon Depth In, Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture. Structure Cr, Sz. Sh, Consistence Boundary Roots GPDIFI' 'EB#t •EH#2 { 0-7 10YR 211 — Is 0sg ml cw 1nv1f/1vr 0.7 ' 1.6 2 7-21 7.5YR 314 — Is Osg ml gw lmllU2v 0.7 1.6 3 21-51 7.5YR 414 — $ 0sg ml gw 1 m 0.7 1.6 4 51-60 1 OYR 514 — S 0sg ml cw — 0.7 1.6 60.96 1OYR 5/4 — cos 0sg ml — — 0.7 1.6 aBoring# []Boring jZPit Ground surface Bleu.106.1 rL Depth to limiting factor 96 In. / elev. 98_1 ft. Soil Annllcaien Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/F17 •Elf#1 'Eff#2 1 0-5 10YR 2/1 — Is. Osg ml aw 2vf 0.7 1.6 2 5-32 7.5YR 414 — s I Osg ml aw lm11r/tvf 0.7 1.6 3 32-40 7.5YR 4/4 — cos Osg ml aw 1 of 0.7 1.6 4 40-57 10YR 514 — S 0sg I ml cw — 0.7 1.6 5 I 57-96 10YR 5/4 — cos osg ml — — 0.7 1.6 I CST Name (Please Print) Signature S7 Number 654921 Keith Wiley Address . Dale -Evaluation Conducted Telephone Number 11623 E Larson Dr. Lake Nebagamon, WI 54849 11/2/2024 218-451-2611 Effluent #1 a SOD > 30 s 220 mg/L fand TSS' 30 s 150 mgIL - Effluent #2 =SOD, s 30 mg/L and TSS S 30 m91L /LSBD-6330 (R03122) %J L412-tIZS $50.00 R2A4 QE'Mr4y�)0 Wisconsin Department of Safety& ProfessicnalServices "J MAR 1 72025 ft1f3 Division of Industry Services -J SOIL EVALUATION R ORT6ayheld Co. Zoning Dept County �arJvo-es.w in accordance with SPS 385, Wis. Adm. Code Bayfield Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. Please print all Information. Reviewed by Date Personal information you provide maybe used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner Property Location ❑ ❑ Tim Zwickey Govt. Lot 'A 'A S 17 T 44 N R 09 E (or) Q Property Owner's Mailing Address Site Address or CSM and Lot #: 1807 Savannah Circle Lot #1 City, State, Zip I Phone Number ❑ City ❑ Village ® Town INearest Road Marshfield, WI 54449 (651 ) 269-7547 Barnes River Rd New Construction Use: I2'Residential/Numberof bedrooms 2 Code derived designflow rate300 GPD ❑ Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable N/A ft. Parent material Outwash sands (Rubicon-Sayner complex) General comments and recommendations: Ground surface elevations are for original grade. Sand has been brought in to level site Boring# ❑Boring ®Pit Ground surface elev. 104.2 ft. Depth to limiting factor 96 in. / elev. 96_2 ft. Soil Aoollcation Rate Horizon Depth In, Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 Eff#1 Eft#2 1 0-7 1OYR2/1 — Is Osg ml cw lrnllf/lv 0.7 1.6 2 7-21 7.5YR 3/4 — s 0sg ml gw lrn/lf/2v 0.7 1.6 3 21-51 7.5YR4/4 — S Osg ml gw 1m 0.7 1.6 4 51-60 1 OYR 5/4 — S Osg ml cw — 0.7 1.6 5 60-96 1OYR 5/4 — cos Osg ml — — 0.7 1.6 2❑ Boring # ❑Boring ®Pit Ground surface elev. 106.1 fL Depth to limiting factor 96 in. / elev. 98 1 ft. I SoilAooll Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 Eff#1 'Eff#2 1 0-5 1 OYR 2/1 — Is Osg ml aw 2vf 0.7 1.6 2 5-32 7.5YR4/4 — S Osg ml aw lmflf/lvf 0.7 1.6 3 32-40 7.5YR4/4 — Cos 0sg ml aw 1vf 0.7 1.6 4 40-57 1 OYR 5/4 — s osg ml cw — 0.7 1.6 5 57-96 10YR 5/4 — cos 0sg ml — — 0.7 1.6 CST Name (Please Print) I Signalu T Number Keith Wiley 654921 Address Date valuation Conducted Telephone Number 11623 E Larson Dr. Lake Nebagamon, Wi 54849 j 11/2/2024 218-451-2611 Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30S150 mg/L ' Effluent #2 = SOD, 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R03/22) r , D ly L� Page 2 of 3 ❑ Boring 3 Buring # ® Pit Ground surface eiev.\J8 tIAR 1 7 2O h t ' iting factor 120 in. I elev. 98.0 R. Baytield Co. Zoning Dept, Snit Annlication Rate Horizon Depth In. Dominant Color Munseil Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPDIFt' Eff#1 Eff#2 1 0-4 1OYR2/1 — is Osg ml cw 1vf 0.7 1.6 2 4-18 7.5YR 3/4 — s Osg ml cw icoI2nut 0.7 1.6 3 18-32 7.5YR 4/4 — s Osg ml Cw 2f 0.7 1.6 4 32-56 10YR 5/4 — s Osg ml cw if 0.7 1.6 5 56-120 1 OYR 5/4 — cos Osg ml — — 0.7 1.6 ❑ Boring # ❑ Boring — ❑ Pit Ground surface elev. R. Depth to limiting factor in. / elev. ft. Soil Aoolication Rate Horizon Depth In. Dominant Color Munseil Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPDIFt' 'Eff#1 Efr#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/F1' 'Eff#1 -Eff#2 * Effluent #1 = BOD > 305220 mglL and TSS > 30 5150 mg/L * Effluent #2 = BOD, 530 mg/L and TSS 5 30 mg/L Zwickey (2 bedroom) Soil Report Plot Plan North * uffl�1AR i 7 �, D Caytield CO. Zoning oept Property line 108' NOTES: .Scale 1:20 - No well - Property lines not shown > 25' from tested area x Bench Mark = Duplex nail w/ orange ribbon in 9" DBH oak - Middle Eau Claire Lake Elev z 75' Elev = 100.0' - System area leveled with sand CST# 654921 Page 3 of 3 Zwickey BAYFIELD COUNTY CHECKLIST FOR CERTIFIED SOIL TESTS Submit the Following (Use Permanent Ink): Gd' Check List ❑ Index Page / Title Sheet (Optional) 6% Original Soil Evaluation Report (Submitted in Deed Holders Name — not prospective buyers) 9 Original Plot Plan ❑ Cross Section Soil Profile Sheet (optional) ❑ Additional Information (Warranty/Quit Claim Deed) (Optional) Soil Evaluation Report: (Include the following Information) IIJnI}J MAR i 72025 L Bayfield Co. Zoning Dept. Ed'Parcel Identification Number (must be 23 digit Tax ID#) DO NOT USE 12 digit, they are no longer being used GA'Prooerty Owner's Information not prospective buyer's name) V Property Location (Accurate Legal Description with Sec/Twp/Range) [,'Road Name (where driveway is/will be coming off of) CM'Floodplain Elevation, Flow Rate, Comments and Recommendations V Complete Soil Boring / Pit Information / Date Soil Evaluation was conducted VCST Name, Signature, Number, Address and Phone Number *Date Stamp* Plot Plan: (Include the following information drawn to dimension or to scale) L 'Bench Mark (Description, Elevation and Location) C�'Contour Lines (Example = 98.0' /96.0' /94.0') G'Property Location (Sec/Twp/Range/, Accurate Legal Description) V Borings (Locations and Elevations) VPercent and Direction of Land Slope V Well Location (Including Neighboring Wells, if applicable) VLocation of Wetland Areas, Floodplain and Navigable Waters V Buildings, Driveways, and Structures (Location and Descriptions) VLocation of Property Lines El Existing System Location VAddress Number and Road Name 17 Current Surface Elevation of Wetlands and Navigable Waters 9 CST, Owner and Property Information G/ North Arrow Fee: V Certified Soil Tests - Review & Filing Fee $ 50.00 U/forms/sanitary/checMist/checMistforcsts ?wicket' Property Owners Ns 'er Rd Property Address Tax Parcel Number yfield County At #1 Legal Description 17 Section 44 Town 9 Range Keith 1/2/25 KERN WHEY 2388 pSS ESKO MINNe$0�P Page Index 1 Property Information 2 Data Entry 3 Plot Plan 4 Drainfield Cross -Section 5 Tank Information 6 Maintenance Plan 7 Contingency Plan Designer's Name Designer's Signature Designer's License Number Designer's Phone Number Date uu MARC 4 20, Bayfleld Co. Zoning Page 1 of 7 MAR � 4 2�J 5 Bayfleld Co. Zonir In -Ground of sorption for POWTSComponent Version 2.1 (May 2022-2027) Manual Used 2 Number of Bedrooms 0 Percent Slope (%) 96 Depth to Soil Limiting Factor (in.) 0.7 In Situ soil application rate 200 Estimated Wastewater Flow (gpd) 300 Design Wastewater Flow (gpd) 1 Number of System Elevations 103.1 Proposed System Elevation #1 103.1 Proposed System Elevation #2 Proposed System Elevation #3 104.2 Original Grade #1 108 Finished Grade #1 108 Original Grade #2 110 Finished Grade #2 Original Grade #3 Finished Grade #3 Wieser 750 Septic Tank Polylok PL -525 Effluent Filter Infiltrator Quick4 Plus Standard I Chamber Type 12 Height of Chamber (in.) 20 sq.ft. per chamber(ESIA) 3.3 sq.ft. per end cap (EISA) 4 laying length of chamber(ft.) 1.5 length of endcap(ft.) 34 Chamber width(in.) 2 Rows of Chambers 3 Distance Between Cells (ft.) 12 Number of chambers in first row 10 Number of chambers in second row Number of chambers in third row 22 Proposed Number of Chambers Used 428.6 Minimum Distribution Cell Area Required (sq.ft.) 446.6 Distribution Cell Area Proposed (sq.ft.) jept. Page 2 of 7 North �Q \ Scale 1:20 Zwickey (2 bedroom) avlty li Ground System Plot Plan Lfl o N O C C N • . O O p Cl One row of 12 Infiltrator Quick4 standaMeline Wieser precast W750 -MR tank w/ polylok 525 filter /V/+{t r7 Cl�,�iS 108'O Garage •• \ 2 bedroom house I One row of 10 infiltrator Quick4 Standard chprnbers I ¢kpa ,tip NOTES: 3a e ae ,° Bench Mark = Duplex nail w/ orange ribbon in 9" DBH oak Elev = 100.0' k•_ -Nb well - Property lines not shown > 25' from system area - Middle Eau Claire Lake Elev a 75' - System area leveled with sand - Maintain 10' building and 5' property line setback to drainfield - All vent, observation & conveyance pipes 4" ASTM D1785 or code equivalent Page 3 of 7 Cross Section of a Two Cell In Ground Component Using Leaching Chambers Observation/Vent Pipes / N 8.00 Finished Grade — ------ FinishedGJade._ 110.00 Slope 0% Ce� eperatil-S on / 4.20 Original Grade --- S iv ��� riginal Grade 108.00 4.10 Top of Chamber �/ \ ; ` To of chamber 104.10 3.10 System Elevation I 4 7 System Elevationl 103.10 rreatrn�ent*:pnd Dtepersat Zone j } Limiting Factor Observation/Vent pipes to be constucted and capped with approved materials for the particular use. 51 feet 43 feet Observation / Vent Pipes to be located at the ends of the distribution cells. wun Ift M R 042025 Co. Zoning Dept. Page 4 of 7 4" CAST—A—SI Pnfl o CAST —A —S 0 w aD a ;n INLET .th ____ - _J_ OUTLET v a _ I ➢� 2j° 't - J- I PUMP PAD OR EXCEED ASTM C-1227 WLP750-MR TANK SPECIFICATIONS N DIMENSIONS: o WALL• 2 1/2" O BOTTOM: 3' a COVER: 5" MANHOLE: 24' I.D. PRECAST CONCRETE RISER CO HEIGHT: 54" OUTSIDE DIAMETER: 7'-0" BELOW INLET: 42" LIQUID LEVEL: 37" WEIGHT: BOTTOM 3,740 LBS. COVER 2,410 LBS. INLET AND OUTLET: 4' CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 20.28 GALAN HOLDING TANK: OUTLET HOLE PLUGGED ACTUAL CAPACITY: 790 GALLONS LOADING DESIGN: 8'-0" UNSATURATED SOIL 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 REVIEW DATE FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: NI C O J 'C N0 w rn POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 6 of 7 FILE INFORMATION owner Tim Zwickey Permit # DESIGN PARAMETERS Number of Bedrooms 2 O NA Number of Public Facility Units ® NA Estimated (average) flow 200 gal/day Design (peak) flow = (Estimated )( 1.5) 300 al/da y In Situ Soil Application Rate 0.7 aVda /ftz Standard Influent/Effluent Quality Monthly average' Fats, Oil & Grease (FOG) ≤30 mg/L Biochemical Oxygen Demand (BOD5) ≤220 mg/L O NA Total Suspended Solids (TSS) ≤150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BOD5) ≤30 mg/L Total Suspended Solids (TSS) ≤30 mg/L ® NA Fecal Coliform (geometric mean) ≤10° cfu/1 00ml Maximum Effluent Particle Size '4 in dia. O NA Other: ® NA *Values typical for domestic wastewater and septic tank effluent. MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: 3 ❑ month(s) ® ear s (Maximum 3 years) O NA Pump out contents of tank(s) ® When combined sludge and scum equals one-third (f6) of tank volume NA O When the high water alarm is activated Inspect dispersal cell(s) At least once every: 3 ❑ month(s) D ML ® year(s() 3 e rs NA Clean effluent filter At least once every: 3 l year(s)s) MAR 04 2025 NA Inspect pump, pump controls & alarm At least once every: ❑ moot( s(, ) ❑ year zoning De . NA Flush laterals and pressure test At least once every: ❑ month(s) ❑ year(s) NA Other: At least once every: ❑ month(s) ❑ year(s) ® NA Other: ® NA SYSTEM Tank Manufacturer Wieser O NA ® Septic O Dose ❑ Holding vol. 750 gal Tank Manufacturer ® NA ❑ Septic O Dose ❑ Holding vol. gal Effluent Filter Manufacturer Polylok O NA Effluent Filter Model 525 Pump Manufacturer ® NA Pump Model Pretreatment Unit ® NA O Sand/Gravel Filter O Peat Filter ❑ Mechanical Aeration O Wetland ❑ Disinfection ❑ Other: Manufacturer Dispersal Cell(s) ❑ NA ® In -Ground (gravity) O In -Ground (pressurized) ❑ At -Grade ❑ Mound ❑ Drip -Line O Other: Other: ® NA Other: ® NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator (pumper). Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and a check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any treatment tank equals one-third (''4) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of ≤12 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (12/02) Page 7 of 7 START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other chemicals that may impede the treatment process and/or damage the soil dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During extended power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose and may overload them resulting in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) discharge; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. g The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFfff IE�lT X NCI' -D N YJ ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MA1RFc�SI/19T �St UL�O PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. luun} ADDITIONAL COMMENTS MAR 042025 Bayfield Co Zoning Dent. POWTS INSTALLER POWTS MAINTAINER Name /tile- ,Cg', r Name C duo Phone %/r7g 5r a Phone 12- 7fC 7fl— SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name n a Name Bayffeld County Zoning Phone — 7983 9/V Phone 715-373-6138 This document was drafted by the staffs of the Green Lake, Marquette and Waushara County Zoning and Sanitation agencies in compliance with chapter Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. SS-oo' to DepartmentofSafetyCunt)Bayfteld L4, & Professional Sen•ices, %uan Fermat Numlxr Ito be lilted m by C'o t nm Ind ustry Services Division S -12S Sanitary Permit Application State Tmnwreunn Number In accardanec with SI'S 39321121. Wis Adm ('oda, sulnmssmn of this funs to Ilk uppwpuate governmental unit I4gicet Address (ifdillennt than mailing uddrele;) is required prim to obtaining a sanitary permit Note Application films for state-owned POW S are submitted It, the Department ofSaleq• and P4ofessional Services Personal mr+nmation van provide nxiy be used fin secondary purposes in accordance with lire Privacy lane, s I i (U(Upn). Slats lIIiQ.f Res r` I.A licaUonlnformation— Please Print All Information Property (bier's Name Parcel if Tim Zwickey d/�L'I 4 Property Owner's Mailing Address Property Iareamm 1807 Savannah Circle howl I.ri 17 City. Stale I Zip ( ode l'hnnc Number Marshfield, WI 54449 651-269-7547 ¼.",'/.. Section T 44 N l 9 o U. Type of Building (check -all thatapply) iota Su ivlsron :m ,' I..i yo F, II li ! " 1nr2Pam8yDwulling—Number nfHcdroouns___...,_Z__ 1 Block if O PublicMdmmaclal—Descnhc l!se _ 0 (lw ul' _ O State Owned— Desermrcl!se ___ ❑ Villaee of 'Gs•fia• i ..',r- C;SM Number 21 ®Trim of Barnes _ .. III. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Cheek one box on line B. Complete lint C If jlieabl) e A. LY New System O Replacement System ❑ Other Modification to l xisunp System (explain) O Additional Pretreatment Unit (explain) B' ❑ HoldmgTank gIn-Ground ❑ At -Grade O Mound O Individual Site Design ❑ Otiter Type texplmnt (convennonall C. O Renewal nefilm O Revision O Change nl Pluml>cr ❑'I'ranstiv to Nev lh+ncr hat 14e+imis permit Number and Dane Issued " livpuation W: Bbl anavfkeatment Area and Tank Information: Design Flow(pd) Design Sail Application Rme(gpd/sl) I Dispersal Area Required (sl) Dispersal Area Proposed (sl) System lilevalinn 300 0.7 428.6 446.6 103.1 capacity it, 'trial a df Mmufacuuer Tank Information Gallons Gallons Units i5 ery'ranks I ttusiing lank, x ! C $ $ e SepnemRotdo,5Tank 750 - 750 1 Wieser Dosing ('hnMcr V. Reepbnsibil Statement- f, the undersigned, assume responsibility for Installation of the POWTS shown on the attached plans. l'lumber's Name (Print) I'lumhe 's SignatureI -Wimi'lis Number Romney Thane Number <(�� vn �ti C �: � •� ��• q s Leo:-�is`r, Plumber's Address (Sheet. City. State. Zip Code) ..J '?cfl .� + 1 VI. Couo artment Use Only Approved❑ DisapprovedPer�m11it Feeel Date Issued issum : gc trStglmhmc s'`f y'" 4� 1 27 O Owner Given Reason for tknial l+)u Conditions of Approval/Reasons for Disappnwal 5f5p 3SZ.30L1)% 4>kC111 bLc,lei,,L) f,UJZr a` 5n c.c a pyg m. Ar Gerd , Attach m cnmpiete plum For lhr slslem and suomn m inn uunly only on paper nm in. unit n ,.... .� Pc a S9oo •CA L{l2-t(25 P -U1 SBD-&398 (K. 03/22) fade ar4 Department of Safety County Bayfield & Professional Services, j Sanitary Permit Number (to be filled in by Co.) �_. � n Imdustry Services Division Sanitary Permit Application State Transaction 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 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 /t e7 n E purposes in accordance with the Privacy Law, s. 15.04(1 )(m), Si ^ ts. .'23VI ,1. 1. Application Information - Please Print All Information Property Owner's Name Parcel Tim Zwickey Property Owner's Mailing Address Property Location 1807 Savannah Circle Govt. Lot City, State I Zip Code Phone Number W S �' 17 Marshfield, WI 54449 651-269-7547 - 'A, A, Section 11. Type of Building (check all that apply) Lot 4 T 44 N 9 0 ® I or 2 gamily Dwelling —Number of Bed rooms 2 1 SubdivisionN Block q I MAR 042025 ❑ Public/Commercial — Describe Use 0 City of Cl State Owned —Describe Use CSM Number ❑ Village of BayfiirI Co Zoning n,...a 23 4�r-v Zoning 5 ® Town of Barnes III. 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 e lica�ble. A. // System &New ❑ -/Replacement System ❑ Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B'R O Holding Tank In -Ground ❑ At -Grade ❑ Mound ❑ Individual Site Design ❑ Other Type (explain) (conventional) C. ❑ Renewal Before O Revision ❑ Change of Plumber O 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 Rate(gpd/so I Dispersal Area Required (sf) I Dispersal Area Proposed (sf) ation System Elev 300 0.7 428.6 446.6 103.1 Capacity in Total 4 of Manufacturer Tank Information Gallons Gallons Units 2 o d y u Ncw Tanks I Existing Tanks 'v c — g o u z,U h m rn wO Septic or Holding Tank 750 - 750 1 Wieser Dosing Chamber V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plu b 's Signature `W/MPRS Number Business Phone Number 21 w rh &S C /'4 a ; q Plumber's Address (Street, City, State, Zip Code) W s VI. County/Department Use Only ❑ Approved ❑ Disapproved Penult Fee Date Issued Issuing Agent Signature S 0 Owner Given Reason for Denial Conditions of Approval/Reasons for Disapproval Attach to complete plans for the system and submit to the County only on paper not lesa than S in a Ii inches in size SBD-6398 (R. 03/22) SR- ooLl1 Wisconsin Department Of Safety B Professional Services Ait Division of industry services p_ SOIL EVALUATION REPORT In accordance with SPS 365, Wis. Adm. Code Attach complete site plan on paper not less than 8112 x 11 inches In size. Plan must include. but not limited to vertical and horizontal reference point (BM). direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all Information. ,renal Inrnrmadnn you provide may be used for secondary purposes (Privacy Laws. 15.04(1)(m)). JD) It; M iS: Il U; H) !l11i MAR 172025 Ile? of 3 Bayfield I.D. 3Q4 99 '/z. r7 Property Owner Property Location I u u Tim Zwickey Govt Lot 5A/ Y. SN/ Y. S 17 T 44 N R 09 E (or) WQ Property Owners Melling Address Site Add s or CSM and Lot #: Lot #1 C . Z36 1807 Savannah Circle ve (Z�L'G , City, State, Zip I Phone Number ❑ City 0 Village IZ Town Nearest Road Marshfield, WI 54449 I( 651 I 269-7547 Barnes River Rd j NewConstruction Use: hd Residenllal/Numberofbedrooms 2 Code derived designflow rate 'vu GPO ❑ Replacement ❑ Public or commercial — Describe. Flood Plan elevation if applicable N/A I. Parent material Outwash sands (Rubicon-Sayner complex) General comments and recommendations: Ground surface elevations are for original grade. Sand has been brought in to level site F1IBoring ❑Boring 1 # .2 J®PII Ground surface elev. 104fl. Depth to limiting faUor_96in. / elev,_96.2 ft. Soil Abdication Rate Horizon Depth ln, Dominant Color Mansell Redox Description Ou. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPDIFt' EN#1 j 'Ef#12 1 0.7 1OYR 2/1 — Is 0sg ml cw invtfnvf 0.7 1.6 2 7-21 7.5YR 3/4 — s osg ml gw trrdtff2vi 0.7 1.6 3 21.51 7.5YR 4/4 — $ Osg ml gw 1 m 0.7 1.6 4 51.60 10YR 514 — s Osg ml cw — 0.7 1.6 5 60-96 10YR 5/4 — cos Osg ml — — 0.7 1.6 Boring # [l Boring ®Pit Ground surface elev. 106.1 IL Depth to limiting factor 96 in. / elev. 98_1 fl. Snll Annlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure I Consistence Cr. Sr. Sh. Boundary Roots GPDIFI' 'Eff#1 Eff#2 1 0-5 10YR 2/1 — Is Osg L ml aw 2vf 0.7 1.6 2 5-32 7.5YR 414 — $ Osg ml aw lnvlf/lvf 0.7 1.6 3 32-40 7.5YR414 — cos Osg ml aw 1vf 0.7 1.6 4 40-57 10YR5/4 — s Osg ml cw — 0.7 1.6 5 I 57-96 1 OYR 5/4 — cos Osg ml — — 0.7 1.6 CST Name (Please Print) Signature % 8T Number 654921 Keith Wiley Address 11623 E Larson Dr. Lake Nebagamon. WI 54849 Date-Evalualion Conducted 11/2/2024 Telephone Number 218-451-2611 Effluent 91 - SOD > 305220 mg/L and TSS > 30 S 150 mg/L - Effluent #2- BOD, 530 mglL and TSS s 30 mglL SBD-8330(Ro3122) Fb:1d 4121125 tSo. 0o 2f.�4 SIR - Oo21 .c °�".a,°'�;� Wisconsin Department of Safety& Professional Services �, i'ti�, 'S Division of Industry Services -J�"" mss' SOIL EVALUATION R ORT r'a i n In accordance with SPS 385, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road, Please print all Information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner Property Location ❑ ❑ Tim Zwickey Govt. Lot Y. Y. S 17 T 44 N R 09 E (or) Property Owner's Mailing Address Site Address or CSM and Lot t 1807 Savannah Circle Lot #1 City, State, Zip Phone Number ❑ City ❑ Village ® Town Nearest Road Marshfield, WI 54449 ( 651 ) 269-7547 Barnes River Rd l MAR 172025 e' of 3 Bayfield I.D. red by Date New Construction Use: 9 Residential/Numberofbedrooms 2 Code derived designflow rate 300 GPD ❑ Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable N/A ft. Parent material Outwash sands (Rubicon-Sayner complex) General comments and recommendations: Ground surface elevations are for original grade. Sand has been brought in to level site I Boring# ❑Poring ® Pit Ground surface elev. 104.2 ft. Depth to limiting factor 96 in. / elev. 96_2 ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPO/FN •Eff#1 •Eff#2 1 0-7 1 OYR 2/1 — Is 0sg ml CW lmilf/lv 0.7 1.6 2 7-21 7.5YR 3/4 — s Osg ml gw lm/lf/2v 0.7 1.6 3 21-51 7.5YR 4/4 — s Osg ml gw 1 m 0.7 1.6 4 51-60 10YR 5/4 — S 0sg ml CW — 0.7 1.6 5 60-96 1OYR 5/4 — cos Osg ml — — 0.7 1.6 2❑ Boring # ❑Boring ®Pit Ground surface elev. 106.1 ft. Depth to limiting factor 96 in. / elev. 98_1 ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 Eff#2 1 0-5 1 OYR 2/1 — Is Osg ml aw 2vf 0.7 1.6 2 5-32 7.5YR4/4 — S 0sg ml aw 1m/1f/1W 0.7 1.6 3 32-40 7.5YR4/4 — cos 0sg ml aw 1vf 0.7 1.6 4 40-57 10YR 5/4 — $ 0sg ml cW — 0.7 1.6 5 57-96 1OYR 5/4 — cos 0sg ml — — 0.7 1.6 CST Name (Please Print) I Signatur ST Number Keith Wiley 654921 Address Date valuation Conducted Telephone Number 11623 E Larson Dr. Lake Nebagamon, WI 54849 11/2/2024 218-451-2611 • Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 5150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R03/22) (� t�1 D E C E � C/ Page 2 of 3. ❑ Boring � D 3 Boring # ® Pit Ground surface elev. IAR 1 7 [BIh t iting factor 120 in.! elev. 980 ft. Bayfield Co. Zoning Dept• Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' *Eft#1 Eff#2 1 0-4 1OYR2/1 — Is Osg ml cw 1vf 0.7 1.6 2 4-18 7.5YR 3/4 — s osg ml Cw 12nt21 0.7 1.6 3 18-32 7.5YR 4/4 — s osg ml cw 2f 0.7 1.6 4 32-56 1OYR 5/4 — S osg ml Cw if 0.7 1.6 5 56-120 10YR 5/4 — cos osg ml — — 0.7 1.6 ❑ Boring # ❑ Boring ❑ Pil Ground surface etev. ft. Depth to limiting factor In. / elev.ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 -Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev, ft. Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sr Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 -Eff#2 * Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L Zwickey (2 bedroom) Soil Report Plot Plan North XO1 MAR 'L0b D Bayfield Co. zornngO8Pt 22 Property line 108' Scale 1:20 NOTES: x Bench Mark = Duplex nail w/ orange ribbon in 9" DBH oak Elev = 100.0' 0 - No well - Property lines not shown > 25' from tested area - Middle Eau Claire Lake Elev a 75' -System area leveled with sand CST# 654921 Page 3 of 3 Zwickey BAYFIELD COUNTY CHECKLIST FOR CERTIFIED SOIL TESTS Submit the Following (Use Permanent Ink): 2'Check List O Index Page / Title Sheet (Optional) E% Original Soil Evaluation Report (Submitted in Deed Holders Name — not prospective buyers) M' Original Plot Plan ❑ Cross Section Soil Profile Sheet (optional) ❑ Additional Information (Warranty/Quit Claim Deed) (Optional) Soil Evaluation Report: (Include the following Information) InIIVE MAR 172025 �JJ Bayfield Co. Zoning Dept. M'Parcel Identification Number (must be 23 digit Tax ID#) DO NOT USE 12 digit, they are no longer being used lVProoerty Owner's Information (not prospective buyer's name) V Property Location (Accurate Legal Description with Sec/Twp/Range) V Road Name (where driveway is/will be coming off of) ['Floodplain Elevation, Flow Rate, Comments and Recommendations 2'Complete Soil Boring / Pit Information c' Date Soil Evaluation was conducted VCST Name, Signature, Number, Address and Phone Number 9 *Date Stamp* Plot Plan: (Include the following information drawn to dimension or to scale) GYBench Mark (Description, Elevation and Location) I2'Contour Lines (Example = 98.0' /96.0' /94.0') ['Property Location (Sec/Twp/Range/, Accurate Legal Description) V Borings (Locations and Elevations) ['Percent and Direction of Land Slope V Well Location (Including Neighboring Wells, if applicable) [' Location of Wetland Areas, Floodplain and Navigable Waters 9 Buildings, Driveways, and Structures (Location and Descriptions) ['Location of Property Lines [2' Existing System Location ['Address Number and Road Name l7 Current Surface Elevation of Wetlands and Navigable Waters VCST, Owner and Property Information CWNorth Arrow Fee: V Certified Soil Tests - Review & Filing Fee $ 50.00 u/forms/sanitary/checkasgcheckiistforests Tim Zwickey Property Owners Na River Rd Property Address Tax Parcel Number Bayfield County Lot #1 Legal Description 17 Section Range Page Index 1 Property Information 2 Data Entry 3 Plot Plan 4 Drainfield Cross -Section 5 Tank Information 6 Maintenance Plan 7 Contingency Plan Keith Wiley Designer's Name TE'J— Designer's Signature D2388PSS Designer's License Number 218-451-2611 Designer's Phone Number 1/2/25 Date f urn 1111 MAR 0 4 202 Bayfield Co. Zoning Page 1 of 7 MARQ42p5 gayfield Co. Zonf l In -Ground of sorption for Version 2.1 (May 2022-2027) Component Manual Used 2 Number of Bedrooms 0 Percent Slope (%) 96 Depth to Soil Limiting Factor (in.) 0.7 In Situ soil application rate 200 Estimated Wastewater Flow (gpd) 300 Design Wastewater Flow (gpd) 1 Number of System Elevations 103.1 Proposed System Elevation #1 103.1 Proposed System Elevation #2 Proposed System Elevation #3 104.2 Original Grade #1 108 Finished Grade #1 108 Original Grade #2 110 Finished Grade #2 Original Grade #3 Finished Grade #3 Wieser 750 Septic Tank Pol lok PL -525 Effluent Filter Infiltrator Quick4 Plus Standard I Chamber Type 12 Height of Chamber (in.) 20 sq.ft. per chamber(ESIA) 3.3 sq.ft. per end cap (EISA) 4 laying length of chamber(ft.) 1.5 length of endcap(ft.) 34 Chamber width(in.) 2 Rows of Chambers 3 Distance Between Cells (ft.) 12 Number of chambers in first row 10 Number of chambers in second row Number of chambers in third row 22 Proposed Number of Chambers Used 428.6 Minimum Distribution Cell Area Required (sq.ft.) 446.6 Distribution Cell Area Proposed (sq.ft.) f Page 2 of 7 Zwickey (2 bedroom) qty li Ground System Plot Plan o c North nnn N C 6 ��J o r `5 One row of 12 Infiltrator Quick45tandar cam ers Wieser precast W750 -MR tank w/ polylok 525 filter Pro a line �y �j 108' Scale 1:20 $ Bench Mark = Duplex nail w/ orange ribbon in 9" DBH oak Elev = 100.0' from system area - ,,.II,.UIC LOU �IaII C La rC LIC.. - ,.i - System area leveled with sand - Maintain 10building and 5' property line setback to drainfield - All vent, observation & conveyance pipes 4" ASTM D1785 or code equivalent Page 3 of 7 Cross Section of a Two Cell In Ground Component Using Leaching Chambers Observation/Vent Pipes 7 8.00 Finished Grade ---------__ - FinishedG�ade.� 110.00 Slope 0% Ce1 eperation / 4.20 Original Grade ,Y i% �figinal Grade 108.00 4.10 Top of Chamber %\ , ` '\ Top of Chamber 104.10 3.10 System Elevation ! ±. System Elevationl 103.101 rreatrnentpnd Dlspereal4zoge -- _ Limiting Factor Observation/Vent pipes to be constucted and capped with approved materials for the particular use. 51 feet 43 feet Observation / Vent Pipes to be located at the ends of the distribution cells. fmflv MIER 04 O25 Co. Zoning Dept Page 4 of 7 a WLP750- MR N TANK SPECIFICATIONS ___ o 0, c v a DIMENSIONS: . =., C WALL• 2 i/2' ,�5i 4" CAST -A -SEAL 4" CAST -A- SEA[ ¢ U a BOTTOM: 3" COVER: 5" _ t z MANHOLE: 24' I.D. PRECAST CONCRETE RISER HEIGHT: 54" OUTSIDE DIAMETER: 7"-D" BELOW INLET: 42" ii mry-R �� UQUID LEVEL: 37" �` �• WEIGHT: BOTTOM 3.740 LBS. i 1 I COVER 2,410 LBS. C w a0 a o' { 1[7,91471 INLET U 2� M SIDE VIEW JMP PAD INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) UQUID CAPACITY: 20.28 GAL/IN HOLDING TANK: OUTLET HOLE PLUGGED ACTUAL CAPACITY: 790 GALLONS LOADING DESIGN: 8"-0" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC / HOLDING / PUMP OR SIPHON COVER: MIX DESIGN 418 (NO FIBER) TANK: MIX DESIGN 4110 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE REVIEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: a II 3 a W — a C ULn Ln = co v w 0 I cos N CO WPM O '3 O -j Q D z r O LU g F 3 a OF /1I POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 6 of 7 FILE INFORMATION Owner Tim Zwickey Permit # DESIGN PARAMETERS Number of Bedrooms 2 O NA Number of Public Facility Units ® NA Estimated (average) flow 200 gal/day Design (peak) flow = (Estimated x 1.5) 300 gal/day In Situ Soil Application Rate 0.7 gaVday/ft2 Standard Influent/Effluent Quality Monthly average* Fats, Oil & Grease (FOG) ≤30 mg/L Biochemical Oxygen Demand (BOD5) ≤220 mg/L O NA Total Suspended Solids (TSS) ≤150 mg/L Pretreated Effluent Quality Monthly average Biochemical Oxygen Demand (BOD5) ≤30 mg/L Total Suspended Solids (TSS) ≤30 mg/L ® NA Fecal Coliform (geometric mean) ≤10° cfu/t00ml Maximum Effluent Particle Size % in dia. O NA Other: ® NA *Values typical for domestic wastewater and septic tank effluent. MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: 3 ❑ month(s) ® ear(( (Maximum ears 3 years) O NA Pump out contents of tank(s) ® When combined sludge and scum equals one-third ('A) of tank volume NA ❑ When the high water alarm is activated Inspect dispersal cell(s) At least once every: 3 ❑ month(s) D (M i 3 e rs ® year(s) NA Clean effluent filter At least once every: 3 ❑ month(() O year(()) MAR 4i L02ti NA Inspect pump, pump controls & alarm At least once every: O month(() O year(s) zoning De NA Flush laterals and pressure test At least once every: ❑ month(() ❑ year(s) ® NA Other: At least once every: O month(s) O year(s) ® NA Other: ® NA SYSTEM Tank Manufacturer Wieser O NA ® Septic O Dose O Holding vol. 750 gal Tank Manufacturer ® NA ❑ Septic ❑ Dose O Holding vol. gal Effluent Filter Manufacturer Polylok O NA Effluent Filter Model 525 Pump Manufacturer ® NA Pump Model Pretreatment Unit ® NA ❑ Sand/Gravel Filter ❑ Peat Filter O Mechanical Aeration O Wetland O Disinfection O Other: Manufacturer Dispersal Cell(s) O NA ® In -Ground (gravity) ❑ In -Ground (pressurized) ❑ At -Grade O Mound ❑ Drip-Une ❑ Other: Other: ® NA Other: ® NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator (pumper). Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and a check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any treatment tank equals one-third (!) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of ≤12 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (12/02) Page 7 of 7 START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other chemicals that may impede the treatment process and/or damage the soil dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During extended power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose and may overload them resulting in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) discharge; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. 121 The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFIflIE ppX N D� N ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MALM RPSUIr1T ES UEO PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. In ADDITIONAL COMMENTS till MAR 042025 POWTS INSTALLER Name /r f7HE ,cOW ,r' Phone 7/r79r2n 2 POWTS MAINTAINER Name -t G1d— Phone /,j-- 75��S.ZZ SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name 77 e Name Bayfield County Zoning Phone yg - y o Phone 715-373-6138 This document was drafted by the staffs of the Green Lake, Marquette and Waushara County Zoning and Sanitation agencies in compliance with chapter Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. BAYFIELD COUNTY Zwickey CHECKLIST FOR SANITARY APPLICATONS Submit the Following (Use Permanent Ink) (Title 15, Section 15-1-10(e)) ig Check List 19 Original Sanitary Application (Submitted in Deed Holders Name — not prospective buyers) (383.21(1)1.) 121 Index Page / Title Sheet (Signed by Plumber) (383.22(2)69(c)) 0 Original Plot Plan (383.22(2)2. 3. & 4.a) 1d Cross Section, Over -Head Profile of the System and Schematic of Tank from Manufacturer 0 Pump Tank Diagram, Alarm and Pump Curve (when applicable) 0 Contingency Plan / Management Plan (383.22-3(2)(b)1.f.) 0 Maintenance Agreement (Owner's Original Signature) (383.21(2)(c)(5),(6) (Recorded at Reg. of Deeds) ❑ Holding Tank Agreement (383.21(2)(c)(5) (Recorded at Reg. of Deeds) ❑ Holding Tank Service Contract (Original Signature of Pumper and Property Owner) (383.21(2)(c)5) ❑ ATU Servicing Agreement (Recorded at Reg. of Deeds) 0 Fee (Make Check Payable to Bayfield County Zoning) (383.21(2)(c)7) 0 2 Comolete Sets of Plans (383.22(2)(2.) (Note: Sanitary Application and Maintenance Agreements are to be attached to all copies) 0 Soil and Site Evaluation Report (383.22-3(2)(b)1.e.) ❑ State Plan Review (when applicable) 0 Copy of Warranty/Quit Claim Deed (Optional) Sanitary Application: (Include the following Information) 0 I Application Information must include: 0 23 digit Parcel ID# -- (do not use 12 digits anymore --obsolete) ffi Project Address or Road Name where driveway is/will come off of) 0 II Type of Building 0 III Type of Permit 0 IV Type of POWTS System 0 V Dispersal / Treatment Area Information 0 VI Tank Information 0 VII Responsibility Statement (Plumber's Information) M' *Date Stamp* Plot Plan: (To Scale or To Dimension) 0 Signature and Plumber Information 0 Surface Elevation of Body of Water 0 Direction and Percent Land Slope 0 Tank and Filter Information and Location 0 Wetlands / Navigable Bodies of Water 0 Absorption Area (Proposed and Existing) 0 Bench Mark (Location, Elevation and Description) ffi Component Manual Version 0 (Owners Phone Number) 4 21725 Bayfield Co. Zoning Dept. 0 Address Number and Road 0 North Arrow 0 Contour Lines 0 Structures and Driveways lZ Boring Locations 0 Property Lines 0 Well Locations 0 Legal Descriptions Sd Piping Material Information (conveyance line, building sewer line, material type and diameter) Turn Over ► s -Section and Over -Head Profile of the System: >� Surface and System Elevation 0 Position of Observation and Vent Pipes V Dimensions and Depths 0 Make, Model & Number of Chamber Units in each Cell Property Information 19 How many systems will there be on this parcel of land? 19 Has this property been split? no (Property Statement shows Property History) Fees: 0 Private 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 0 Maintenance Agreements + $ 30.00 (checks made out to Reg of Deeds) uu hR . 14 cots Bayfleld Co. Zoning Dept. u/fortes/checklists/checklistforsanitaryapps (10/2009);(®7/2011);(®2/2012)(®5/2/2012 -dc) Proofed by: Private Sewage System Maintenance Agreement Tim Zwickey _ c 'i`H�wasiy:.rtv'.u.raa 1807 Savannah Circle /111r4✓55111' lQ IGl LJ1 S c1 L% 4 Site Address River Rd na uncle,, 1 twtt'uu. 'ncicftdy 1s.QaLC :w>gc ayac vi. wxl uc wnau accordance with the certified soil tester's report and approved plans and specifications on file with Hayfield County Planning and Zoning Department. The system will be operated in such a manner as to meet the designed plans. I (we) agree to maintain said private system at the below listed location in accordance with rules established in the WI Adm. Code, as from time to time amended. (COMPLETE Legal Is required) 1/4 of 1/4 Section 17 Township 44 N. Range 09 W Additional Legal Description: Town of Barnes Lot_ Block Subdivision Lot 1 CSM # Vol. r 3 Page4 H 113 CSM Doc # 2o25K-( ((o33 (Acreage) Gov't Lot Return To: DOCUMENT NUMBER 2025R-606974 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 03/27/2025 AT 2:26 PM RECORDING FEE: $30.00 PAGES: 2 an ni9 Ha (S B MAR ?_82025 exIn -ground gravity ❑ In -ground dosed El In -ground pressure distribution Sewage System: ❑ Mound ❑ At -grade Sewage System El Other Septic Tank (system Noes A through. El: The septic tankshall be oumoed by a certified seotaae servicing coerator within, three (31 veers 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 (1/3) of the volume occupied by sludge and scum. Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components. Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufacturer's specifications. Filter maintenance rec,Ms shall' he submitted to the County as reat:.ired by SPS 383.55. Win. 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, POWrS 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 Hayfield 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. Hayfield 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 Tim Zwickey Subscribed and sworn to before me on this date: see ct-fbL 4lc){dc rcagfy Notarized Owner(s) — Signature / Notary Public My Commission Expires: Drafted by[Tlrr1( C4CtL�Date: Proofed by: :rMoansl^a han'!ssctiamaintenceacrecr;ent Revised July 2020 Clear Form Jurat Certificate State of Florida County of Volusia Hayfield Co. Zoning Dept. Sworn to (or affirmed) and subscribed before me this 4 means of ❑X physical presence or ❑ online notarization Tim Eugene Zwickey making statement). ❑ Personally known to me ❑x Produced Identification Type of Identification Produced Wisconsin Driver License Notary Signature Title My appointment expires runic Place Seal Here Y G.... Jy4�': {' RUTH UU Q ADA Notary Public - State of Florida ''�' OiM1.' Commission 8 HH 529590 My Comm. Expires May 22, 2028 Description of Attached document Type or Title of Document Private Sewage System Maintenance Agreement Document Date Number of Pages 02/04/2025 1 Signer(s) Other Than Named Above N/A day of February , 20 25, by (name of person © 2024 Wells Fargo Bank, N.A. All rights reserved. DSG3018FU595500 (Rev 04 - 09/24) Ruth Hulstrom From: Tim Zwickey <timzwickey@live.com> Sent: Friday, March 14, 2025 10:26 AM To: Ruth Hulstrom Cc: tzwickey@msn.com; Linda Coleman; Cindy Puent; tzwickey@msn.com Subject: Sanitary Maintenance Agreement and payments Ruth, A Quit Claim Deed was recorded by the county on 2/17/25 (guessing you are aware) transferring ownership of Lot #1 of CSM 2385 to me/us. We also had on file an Authorization for me from my brother for activities prior to that date. Hopefully Linda will respond also to the email that nothing needs to be done to get the permitting and Sanitary Maintenance Agreement process moving forward. Cindy's cousin, Mike Foat called us after he tried to get a permit (as a novice to the processes, whatever he needs to do) to install the septic tank and lines for the gravity fed inground septic system. Not sure what if anything else is needed to get Mike the permitting he needs so he can proceed as soon as the frost is out of the ground. Please advise at your earliest convenience and hope the winter treated you well. Tim Zwickey and Cindy Puent 651.269.7547 From: Ruth Hulstrom <ruth.hulstrom@bayfieldcounty.wi.gov> Sent: Friday, March 14, 2025 9:47 AM To: Tim Zwickey <timzwickey@live.com> Cc: tzwickey@msn.com <tzwickey@msn.com>; Linda Coleman <lnda@washburnlawyers.com> Subject: FW: Sanitary Maintenance Agreement and payments Tim, Apologies for the delay. I reached out to the Register of Deeds office regarding recording a document that was signed prior to official ownership. Below is their response. It may be good to consult with your legal counsel prior to giving us direction on whether we should record the existing agreement. Please let us know what you would like to do. Thanks, Ruth Hulstrom, AICP I Director Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3514 Fax: 715-373-0114 Email: ruth.hulstrom@bavfieldcounty.wi.gov C 0 U N T, From: Dan Heffner <Dan.Heffner@bayfieldcounty.wi.gov> Sent: Friday, March 14, 2025 9:45 AM To: Ruth Hulstrom <ruth.hulstrom@bayfieldcounty.wi.gov> Subject: RE: Sanitary Maintenance Agreement and payments Hi Ruth, I cannot speakto the legality of that, but it would not hinder recording. Dan Hettiier Bayfield County Register of Deeds 2' 715-373-6119 From: Ruth Hulstrom<ruth.hulstrom@bayfieldcountv.wi.gov> Sent: Friday, March 14, 2025 9:37 AM To: Dan Heffner <Dan.Heffner@bayfieldcounty.wi.gov> Subject: FW: Sanitary Maintenance Agreement and payments Dan, Would you be able to record a document if it was signed by someone prior to them acquiring an official ownership of a property? I have someone who previously signed an agreement that needs to be recorded but they were not the property owner until recently. So, their signature predates their official ownership. Thanks, Ruth Hulstrom, AICP I Director Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3514 Fax: 715-373-0114 Email: mth.hulstromCa�bavfieldcounty.wi.gov 1 YFIELD From: Ruth Hulstrom Sent: Monday, February 10, 2025 2:45 PM To: Tim Zwickey <timzwickev@live.com>; Linda Coleman <1nda@wash burnlawyers.com>; tzwickev@msn.com Subject: RE: Sanitary Maintenance Agreement and payments Tim, I will have to ask Register of Deed's whether the date you signed off on the maintenance agreement matters. Ruth Hulstrom, AICP I Director Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3514 Far 715-373-0114 Email: ruth.hulstrotn bayfieldcounty.wi.gov 13--YFIELD From: Tim Zwickey <timzwickev@live.com> Sent: Monday, February 10, 2025 1:56 PM To: Ruth Hulstrom <ruth.hulstrom@bayfieldcountv.wi.eov>; Linda Coleman <lnda@washburnlawyers.com>; tzwickev@msn.com Subject: Sanitary Maintenance Agreement and payments Ruth, Thank you for the response. Can you proceed with processing of the sanitary permit application under my name using the attached letter of authorization from Todd Zwickey. If not, could you please hang onto the funds and notarized application we forwarded until the transfer of ownership is completed? I spoke with the Bayfield County Register of Deeds office and did confirm the Certified Survey Map (CSM) submitted by Todd Goold on our behalf has been "recorded". I am also contacting Linda Coleman to assist us with the change in ownership of Lot #1 on Bayfield County Recorded CSM 2385. Thank you for your continued assistance, Tim Zwickey and Cindy Puent Cc: Linda Coleman Todd Zwickey From: Ruth Hulstrom <ruth.hulstrom@bayfieldcounty.wi.gov> Sent: Monday, February 10, 2025 12:43 PM To: Tim Zwickey <timzwickev@live.com> Cc: Tracy Pooler <tracv.pooler@bayfieldcounty.wi.gov>; Trent Wiesner<trent.wiesner@bayfieldcounty.wi.eov>; Savannah Piff<savannah.Piff@bayfieldcounty.wi.gov> Subject: Sanitary Maintenance Agreement and payments Tim, We received the attached sanitary maintenance agreement and two checks one for the recorder's office and one for us for a sanitary application. Has the sanitary application been submitted yet. Do you own the property described in the maintenance agreement yet? Thanks, Ruth Hulstrom, AICP I Director Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3514 Fax: 715-373-0114 Email: ruth.hulstrom@bayfieldcounty.wi.gov 134. FIELD 4/21/25, 2:13 PM Carmody" BAYFIELD COUNTY SANITARY PERMIT (#04)-25-12S STATE SANITARY PERMIT OWNER: TIM E ZWICKEY GOVT LOT: LOT: 1 BLK: CSM: 2385 1/4 1/4 SEC:17, T 44 N, R 9 W TOWNSHIP: Barnes SOIL TEST: 14-25 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: JAMES CLEMENTS CECE RUDNICKI Authorized Issuing Officer DATE: 4/21/2025 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: # 222924 Condition: INSTALL BUILDING SEWER PER SPS 382.30(11)(c). PROPERLY MAINTAIN SYSTEM PER RECORDED AGREEMENT. THIS PERMIT EXPIRES 4/21/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION httn r//www rarmnrihrinr. rnm/ParmitAnn/PArmit Rinn ncnv?Print=l&narmitnnnirl=7dr,R 1/9