Loading...
HomeMy WebLinkAbout25-63SRequest for Sanitary Inspection (24 Hrs. in Advance) Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114 If you do not have a fax and must email the inspection; you must email all staff members. Note fl Time Change fl Discrepancy fl Other Phone Number 715-634-8176 Plumber: Travis Butterfield Fax Number Email Address Homeowner: Karla R O'Donnel Trust ffice@butterfielddrilling.com Immediate Phone Number So Zoning Sanitary 25 63S Dept can call you right back (if needed) Permit #: 715-558-6472 Plumber's Choice Zoning Dept No Inspection(s) during this time Date: 08/29/25 ■ y' Tuesday (9:30 am - 12:15 pm) (Tracy) Plumber's Choice g Dept Time: 2:30pm Township: Keystone Address # & Road Name: 64820 FR223 0l or Directions To Site: Comments: ** Plumbers you must verify any change(s) by fax or email ** Notes from u/forms/sanitary/req uestforinspection Zoning Dept (©4/12/04); O June 2023 ! . Private Onsite Wastewater Treatment Systems ( POWTS),Inspection Report z. PS a (Attach to Permit) Industry Services Division iypuzposes Privacy Law, s. 15.04 1 m KARLA R O'DONNELL TRUST city ij Village Town of: 64820 FR 223 PO BOX 669 t IRON RIVER WI 54847 IBM Description: Tank Information setback to: TYPE MANUFACTURER CAPACITY Prop. Line Well Building Air Intake I Road Se tic O — — '—" N/A Dosing N/A Aeration N/A Holding County p. / € 1c Sanitary 1 molt No: State Plan'Transaction ID#: Parcel Tax No: Pump! Siphon Information mp M nufacturer Pump filter anufacturer Filter N TDH I Lift I Friction Loss Forcemain I Length Cell Head I Total Dia I Dist To Well GPM DIMENSIONS I Width I I en th I #of Its SETBACK FROM Pro . ipe B ildin W I OM Type of Cell cx Uc 4NS Pretreatment Unit Manufacturer: Model Number: r. Elevation Data STATION BS HI FS ELEV Benchmark - .al Bldg. Sewer i Tank Inlet Tank Outlet 31 4,cj4 Dose Tank Inlet Dose Tank Bottom Inst. Contour q. irqo g,i 1, Header/Manifold Distribution Pipe Infiltrative Surface Final Grade stribution System X Pressure Systems Only Header/ Manifold Distribution Pipe(s) X Hole Size X Hole Observation Pipes Length _ Dia Length Dia Spec _ Spacing ❑ Yes ❑ No Soil Cover Depth Over Depth Over Depth of Seeded I Sodded Mulched Cell Center Cell Edoes Toosoil O Yes ❑ No ❑ Yes O No DOMMENTS: (Include code discrepancies, persons present, etc.) r - (, %\ dhseohsae y s cDttt erttil `� l�� . 4cetc' d b�� V A� Y Ian revision required? EI Yes fie other side for additional information. �6 �1 Date PO Inspector's Signature ilootito License Number :an_671n rP 07/911 AS Property Owner Information As you know BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373.6138 Fax: (715) 373-0114 e-mail: zonino(c bavfieldcountv.oro Web Site: www.bavfieldcounty.org/147 KARLA R O'DONNELL TRUST 64820 FR 223 PO BOX 669 IRON RIVER WI 54847 Bayfield County CourthouC Post Office Box 58 117 East Fifth Street Washburn, WI 54891 was contracted by you to install a private onsite wastewater treatment 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: on at AM/PM On at (AM / PM) the above -mentioned plumber contacted our office to con5jrtt a pre -cover inspection as required under DSPS 383. One of the following applies: System was inspected and appears to meet all applicable code requirements. flSystem 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 $50 fee are required. System could not be inspected because County could not respond to plumber's time constraints. U/terms/sanitarypropertyowner-input U ♦71/ 9' U?) �VA 0yye_ 1- 1 �J`C/— IJ � � � \ April 2019 Department of Safety County r oo --� 5 & Professional Services, Sanitary Permit N tuber to be filled in by Co. ( ) asS Industry Services() Divisio r .c ( M 4` Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governme unit Project Address (if different than mailing address) is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. SAM 15 I. Application Information — Please Print All Information Property Owner's Name Parcel # TAX 1 q : Koxlo► 0' 1 I Tru Ob•17-o7--IO)-O(,b-fptOD Property Owner's Mailing Address Property Location (9 12 ao FR a' 3 P0 1O( (o G 9 Govt. Lot City, State I Zip Code Phone Number irav,Wets ,Ws 5y8�'7 a1$ 730 ? ) ¼,—ME _'/a, Section 3a T 1'! '7 N R O7 E -m II. Type of Building (check all that apply) Lot # or 2 Family Dwelling — Number of Bedrooms 5 Subdivision Name Block # ❑ Public/Commercial — Describe Use O City of ❑ State Owned — Describe Use O Village of CSM Number 'town of K ey s - 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 if applicable.) A. El New System Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B• ❑ Holding Tank XIn-Ground El At -Grade ❑ Mound El Individual Site Desi gn(explain) ❑ Other Type ( ex lain (conventional) I I C. ❑ Renewal Before El Revision ❑ Change of Plumber ❑ Transfer to New Owner ist Previous Permit Number and Date Issued Expiration IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) I Dispersal Area Required (sf) I Dispersal Area Proposed (sf) I System Elevation 750 Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units 0 '�j y ____________ New Tanks Existing Tanks u p Septic or Holding Tank �-, / soo ,500 1 �{, k Dosing Chamber V. Responsibility Statement- I, the undersigned, assume responsibility for ' stallation of the POWTS shown on the attached plans. Plumber's Name (Print) I Plumbe ignature MP/MPRS Number I Business Phone Number Tc-av;s u+-kr-Pe Icy 79 7ls-G3`1-8l7((, Plumber's Address (Street, City, State, Zip Code) ) Y3'-14 W 5+&-e Road 7'7 )-day w& rd, wX Sz/ y3 VI. County/Department Use Only Approved O Disapproved Permit Fee Date Issued L- Issuing A t Si ature ❑ Owner Given Reason for Denial (R a5 I// Conditions of Approval/Reasons for Disapproval JUN 042025 3avfieid Co. Zoning Dept. 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 SBD-6398 (R. 03/22) PAGE 1 OF 4 In -Ground Gravity Plan Index & Cover Sheet Component Manual Design References: In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg1 of4 Pg2of4 Pg3of4 Pg4of4 Index & Cover Sheet Plot Plan Dispersal Area Cross -Section & Plan View Management Plan Attachments: Enclosures: POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description O'Donnell - FR 425 Owner Name(s): Karla R O'Donnell Trust Owner Address: 64820 FR 223, PO Box 669; Iron River, WI Project Address: (LSao FCC =:3 Phone: 218 730 7131 Zip: 54847 Govt. Lot: NE 1/4 of NE 1/4, Section 32 , T 47 N -R 07 Township: Keystone County: Bayfield Project Parcel ID #: 04-028-2-47-07-32-1 01-000-10000 (TAX ID: 22307) Designer Information Designer Name: Travis Butterfield Designer Address: 14346W State Road 77; Hayward, WI E-mail: office@butterfielddrilling.com License Number: Remarks: 652879 E ❑ or W E?J Phone: 715 634 _ 8176 Zip: 54843 This space reserved for approval stamp. JUN 042025 Bayfield Co. Zoning Dept. Signature: Date: c>s iaoaIa≤ riginal signature required on each submitted copy. AA = Absorption Area consisting of three cells, spaced >3ft apart, containing a total of 63 Quick -4 Plus Chambers ST = Existing 1500 gal. prefab concrete combination tank made by Del Zotto (to be used as Septic Tank). Pump is to be removed and a Lifetime LT -118 Filter added PLOT PLAN Existing 4" Piping Dwelling A ST V. 4" PVC Sc o 40 ASTM F8g1 1 � 1 1 1 l Well l � t •B I SCALE = 1:40 b I 1 i- 010 25 4050 80 64820 FR 223 NE 1/4, NE 1/4 Sec. 32, T47N, R07W Town of Keystone Bayfield County Tax ID: 22307 III JUN 0 4 202 Bayfield Co. Zo Dept. 50ft well setback,' / a // B2. \ s // O BM = Nail wl ribbon Oak Tree **Existing system is to be properly abandoned �/ ELEVATIONS BM=100.00ft B1 = 93.33 ft Finger Lake B2 = 93.33 ft B3 = 94.18 ft. Lake >20ft below BM Property Owner: Karla R O'Donnell Page 2 of 4 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. Del Zotto Septic Tank(s) Volume(s): 1500 gal gal gal gal Effluent Filter Manufacturer: Lifetime Filter LLC Effluent Filter Model #: LT -1 /8 12" min. trench depth (typical) < TYPICAL TRENCH -�--plc . . .. . CROSS SECTION VIEW I (typical) .. (No Scale) System Elevation = 89.00 ft (typical) Quick4 Standard -W w/ End Cap (Show location of inlet/outlet pipe connection on plan view.) (typical) t i r t L------------�j°--------��--- g= 87 ft (typical) INSTALL PER TRENCH: 21 Quick4 Std -W @ 20 ff EISA/chamber = 420 ft2 + 1 Pairs of end caps @6 ft2 EISA/pair = 6 ft2 = Proposed EISA per trench = 426 x 3 Provide minimum 3 ft separation between trenches. Observation Pipe (typical) Install per manufacturer's / instructions. TYPICAL TRENCH PLAN VIEW (No Scale) TA = 3.0 ft (typical) "—Quick4 Standard -W Chamber (typical) to (mid by Infiltrator Systems, Inc.) o a o Install pursuant to manufacturer's instruction No ft2 Required Infiltration Area = 1250 trenches = Proposed Total EISA = 1278 ft2 Distribution Method: ft2 branched manifold D C m W O RESET 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 POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = 750 gpd; BOD5 ≤ 220 mgL"'; TSS ≤ 150 mgL"1; FOG ≤ 30 mgL"1 Inspection Checklist INSPECT EVERY 3 YEARS HD Cj o type of use o age of system fi I 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.) �a '`'' ``?) Dpt 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: Name of individual or company: Butterfield Inc Local government unit: Bayfield County Planning & Zoning Local government unit address: Phone: 715-634-8176 Phone: 715-373-6138 117 E 5th Street P.O. Box 58 Washburn, WI ZIP: 54891 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. MASTIC 1" SPACE BAFFLE TO UD TYPICAL DEL ZOTTO 4" TANK SEAL 147" TANK LENGTH 3 - DZ-1500 2 Comp Dtic/Septic, Septic/Pump Bury — 7ft per inch — 1st C — 24.5 / 2nd C — 12 LID APPROVED LBy Glen Schlueter at 1:49 pm, Jan 15, 2021 /)\ DRILL FOR CONDUIT AS 24" RISER COUPLING NEEDED POLYLOK (2) r 4" LID THICKNESS I ------------- AIRSPACE r------- r - -f 139 3/16 I ' I II L II1 POLY BAFFLE (TYP) I 43 INLET LIQUID Ii HEIGHT I LEVEL II I 1016 GALLONS I I 493 GALLONS I L-------L---------L.--------I 3" FLOOR THICKNESS 89 1/8 I I 42 1/8 142 — DEL ZOTTO 4" TANK -- _ —_ --- SEAL ---- ---- -iiIII III II I II III 59" 46 I W -w TANK II HEIGHT OUTLET I I HEIGHT I I II I ---- 58 1/4]! ---- - 2" TAPER 64 3" SIDE AND END WALL THICKNESS Bayfield County, WI 6127/2025, 9:24:26 AM Rivers Li Approximate Parcel Boundary - Building Footprint 2015 Building 1:703 0 0:01 0.01 0.03 ml 0 0.01 0.03 0.05 km Bayfatl Cmnty Lend Records Department Bayles Cowry Zoning Applmtbn hgpnl/maps.bayneldmunrywi govRDningWABI Bayfield County, WI 6/27/2025, 9:25:03 AM 1:703 Rivers --� Approximate Parcel Boundary Building Footprint 2015 • Building 0.01 0.01 0.03 ml 0.01 0.03 0.05 km Beyped County land Remrds DaOrnnent Bayneld County Zoning Application htIPsJlmaptbnyLeItl000nywigovioni,gWAB1 6/30/25, 12:21 PM Novus-Wisconsin Access rev. 12.0206 Real 'Estate Bayfield County Property Listing Property Status: Current Today's Date: 6/30/2025 Created On: 3/15/2006 1:15:41 PM Description Updated: 1/2/2024 Tax ID: 22307 PIN: 04-028-2-47-07-32-101-000-10000 Legacy PIN: 028105609000 Map ID: Municipality: (028) TOWN OF KEYSTONE STR: S32 T47N R07W Description: NE NE IN DOC 2020R-583785 455 Recorded Acres: 40.000 Calculated Acres: 39.597 Lottery Claims: 0 First Dollar: Yes Zoning: (F-1) Forestry -1 ESN: 120 Tax Districts Updated: 3/15/2006 1 STATE 04 COUNTY 028 TOWN OF KEYSTONE 020170 ASHLAND SCHOOL 001700 TECHNICAL COLLEGE ,4Z Recorded Documents Updated: 1/29/2009 ® WARRANTY DEED Date Recorded: 8/20/2020 2020R-583785 ® QUIT CLAIM DEED Date Recorded: 4/27/2020 2020R-581878 ® WARRANTY DEED Date Recorded: 6/1/2015 2015R-558953 1143-354 ® TRUSTEES DEED Date Recorded: 3/6/2008 2008R-519480 990-783 ® TRUSTEES DEED Date Recorded: 2/28/2007 2007R-512529 965-332 ® PERSONAL REPRESENTATIVES DEED Date Recorded: 2/28/2007 2007R-512528 965-330 ® CONVERSION Date Recorded: 3/15/2006 456-403 2 QUIT CLAIM DEED Date Recorded: 1/26/2006 2006R-504727 937-153 Ownership Updated: 1/2/2024 KARLA R O'DONNELL TRUST IRON RIVER WI Billing Address: Mailing Address: KARLA R O'DONNELL TRUST KARLA R O'DONNELL TRUST 64820 FR 223 64820 FR 223 PO BOX 669 PO BOX 669 IRON RIVER WI 54847 IRON RIVER WI 54847 �? Site Address * indicates Private Road N/A 0 Property Assessment Updated: 6/15/2016 2025 Assessment Detail Code Acres Land Imp. G1 -RESIDENTIAL 2.000 6,500 114,200 G6 -PRODUCTIVE FOREST 38.000 49,400 0 2 -Year Comparison 2024 2025 Change Land: 55,900 55,900 0.0% Improved: 114,200 114,200 0.0% Total: 170,100 170,100 0.0% Property History N/A ( f' - 22\\ +0 22 sO1 https://novus.bayfieldcounty.wi.gov/access/master.asp?paprpid=22307 1/1 r . Wisconsin Department of Safety & Professional Services Page of(1) Division of IndustryServices � r SOIL EVALUATION REPORT '_5 - In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, )0!y i but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. 'rAic 1D: a,3cr 7 scale or dimensions, north arrow, and location and distance to nearest road. .. . Please print all information. a 'ewe / + Date yPersonal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner Property Location g 3 p�, i Trust Govt. Lot Itja % ME '/ S 3a, T '11 N R 07 E (or) W Property Owner's Mailing Address Site Address or CSM and Lot #: G"I2 O o Co City, State, Zip Phone Number ❑ City ❑ Village Town Nearest Road Zc-on Rt a Wt S ( aI%)'73 - 7131 FR o New Construction Use: Residential/Numberofbedrooms S Code derived designflow rate 7S GPD I1 Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable ft. Parent material „ Re�6 au G1e 4 hs vs a.1 d .p.a_& General comments and recommendations: C , Boring # ❑ Boring Pit Ground surface elev. 93.33 ft. Depth to limiting factor ll in. / elev. ft. Soil Apolication 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 C7•C, cat 3/ ^- r Ct t4 16o 6(. rt y -- w v.7 1.4 (i•'1 ', 'l al o. 1. o '1 yy-7 7.5 YR y! —" 1 0.7 1- 5 7.I)3 7.s1R SJi -- s 1 — 1 0. ).C., �x lava: Boring # Boring wPit Ground surface elev.93.33ft. Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell I Redox Description Qu. Az. Cont. Color Texture I Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 -'? !rD Gt3/� -- 1 r o.v 1.c5 YR Y 1. 3 3g LffR."14—IcL 0► o . — 1.0 7.tt" -- 0 1 + c,.7 1.(. • s/y -- — if v. t.(j. CST Name (Please Print) Signature CST Number SPP o445Cd Address Date aluation Con c D II el,ph Number SI ,5fAAt 264 77 i, ar O S 7 /al 7/ S -G 34 - 317 * Effluent #1 = BOO > 30 5 220 mg/L and TSS > 30 5150 mg/L EfflueU#2o BOD",Z" 0 mg/L and TSS s 30mg/L SBD-8330 (R03/22) Bayfield Co. Zoning Dept. r ' ❑ Boring Boring # Pit Page ...... of _j. Ground surface elev.9Y.)7 ft. Depth to limiting factor Z10 in. / elev. ft. I Soil Aoolication 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 O • (4 3 -- 1 �► ca . y 1 v a t o 3 i. 'l -- 5 Cd O• 0.y1 -- L 7)b_ "" " _s___ ¢ s he r ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Aoolication 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 o a:.•, e /1.0 / a ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. I Soil Aoolication 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 * Effluent #1 = BOD > 30 : 220 mg/L and TSS > 30 5150 mg!L * Effluent #2 = BOO, 5 30 mg/L and TSS s 30 mg/L /'yt7 Lc S / 7 fi5 ! 1 f' II J In) 1111 JUN 042025 Bayfield Co. Zoning Dept. SCALE 1:40 -i i , 0 10 25 40 50 80 CT = Existing 1000/500 gal combination tank (to be used as a 1500gal septic tank) made of prefab concrete by Del Zotto ,6 v CT OO .'r 1 • Well F .50ft well setback, *' 64820 FR 223 NE 1/4, NE 1/4 Sec. 32, T47N, R07W Town of Keystone Bayfield County Tax ID: 22307 LJ Ulf JUN 0 4201k Bayfield Co 7oIiM Dept O // B2 / w o // N w /BM = Nail wl ribbon in 35" Oak Tree ELEVATIONS esra BM = 100.00 ft 131= 93.33 ft o5/a�Jas' �i ✓�� Finger Lake B2 = 93.33 ft 1�� r B3 = 94.18 ft Lake >20ft below BM Property Owner: Karla R O'Donnell � � r . SOIL PROFILE SHEET OWNER: 1cac\a. ()!Donne I 1 SOIL TESTER: nc c1 t ,Sc; - d-& is T SYSTEM ELEVATION: LOAD RATE: 0do • O SYSTEM RANGE: - $7.1'7 to S q•O d ------ qy ------ --- -- 9 H • 1`t __-_= 83.33 =_ _= ci i3 43 �� -- --- -- --- --- -- --- 9b T ___ 39 - f,q,00 _______________ r,5-" -- -_ -- 1::= -- __-___ -- .-- _---=ll JUN 0 4 2025 -- -- --- -- --- Bayfield Co. Zoning Dept. ---) o't- 1/ --__-----_ __3,j (t3)1cJP.1) $3 Page 1-1 of Real Estate Bayfield County Property Listing Property Status: Current Today's Date: 5/27/2025 Created On: 3/15/2006 1:15:41 PM Description Updated: 1/2/2024 Ownership Updated: 1/2/2024 Tax ID: PIN: Legacy PIN: Map ID: Municipality: SIR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: Zoning: ESN: Tax Districts 22307 KARLA R O'DONNELL TRUST IRON RIVER WI 04-028-2-47-07-32-1 01-000-10000 028105609000 Billing Address: Mailing Address: KARLA R O'DONNELL TRUST KARLA R O'DONNELL TRUST (028) TOWN OF KEYSTONE 64820 FR 223 64820 FR 223 S32 T47N R07W PO BOX 669 PO BOX 669 NE NE IN DOC 2020R-583785 455 IRON RIVER WI 54847 IRON RIVER WI 54847 40.000 39.597 r" Site Address * indicates Private Road 0 N/A Yes (F-1) Forestry -1 Property Assessment Updated: 6/15/2016 120 1 04 028 020170 001700 a Recorded Documents 2025 Assessment Detail Code Acres Land Imp. Updated: 3/15/2006 G1 -RESIDENTIAL 2.000 6,500 114,200 STATE G6 -PRODUCTIVE FOREST 38.000 49,400 0 COUNTY TOWN OF KEYSTONE 2 -Year Comparison 2024 2025 Change ASHLAND SCHOOL Land: 5S,900 55,900 0.0% TECHNICAL COLLEGE Improved: 114,200 114,200 0.0% Total: 170,100 170,100 0.0% Updated: 1/29/2009 ® WARRANTY DEED Date Recorded: 8/20/2020 2020R-583785 Property History ® QUIT CLAIM DEED N/A Date Recorded: 4/27/2020 2020R-581878 ® WARRANTY DEED Date Recorded: 6/1/2015 2015R-558953 1143-354 ® TRUSTEES DEED Date Recorded: 3/6/2008 2008R-519480 990-783 ® TRUSTEES DEED Date Recorded: 2/28/2007 2007R-512529 965-332 2 PERSONAL REPRESENTATIVES DEED Date Recorded: 2/28/2007 2007R-512528 965-330 IS CONVERSION Date Recorded: 3/15/2006 456-403 © QUIT CLAIM DEED D C Q V Date Recorded: 1/26/2006 2006R-504727 937-153 liii JUN 04Z025 Bayfield Co. Zoning Dept. Department of Safety County SS- 005 3 & Professional Services, Sanitary Permit N tuber (to be filled in by Co.) Industry Services Divisio Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate govemme 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 purposes in accordance with the Privacy Law, s. 15.04(l)(m), Stats. 5 H M S I. Application Information — Please Print All Information Property Owner's Name Parcel # T'wx 3o'1t Karla0'bance II Tr - o Property Owner's Mailing Address Property Location bv2do FR aa3 Po Box (0rv9 Govt. Lot City, State I Zip Code Phone Number Irov,R1vtr,14z S'/8N'7 d, 8.730 -?1 t Y,' ME Y, Section 3Z T 41 N R 07 Ear U. Type of Building (check all that apply) Lot # XI or 2 Family Dwelling —Number of Bedrooms s Subdivision Name Block # ❑ Public/Commercial — Describe Use O Cityof ❑ State Owned —Describe Use ❑ Village of CSM Number Wrownof_________________________ 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 if applicable.) A. ❑ New System hem Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B• ❑ Holding Tank Rln-Ground ❑ At -Grade ❑ Mound ❑ Individual Site Design ❑ Other Type (explain) (conventional) C. ❑ Renewal Before ❑ Revision ❑ Change of Plumber ❑ Transfer to New Owner ist Previous Permit Number and Date Issued Expiration IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) I Dispersal Area Required (at) I Dispersal Area Proposed (sf) I System Elevation 750 Capacity in Total # of Manufacturer V Tank Information Gallons Gallons Units t c '$ 2 New Tanks I Existing Tanks ❑ a, i3 j; 0. U i%N H (fl Septic or Holding Tank /TOO /500 1 1 }} Dosing Chamber V. Responsibility Statement- I, the undersigned, assume responsibility on of the POWTS shown on the attached plans. Plumber's Name (Print) Plumbe ignaw i1 MP/MPRS Number Business Phone Number Tt-as 4 r eld (o 4?79 7r5—G3y 817 Plumber's Address (Street, City, State, Zip Code) II 1'/3'16 W 5+&1-c Road '7'7 )"TGv t.JQrar Wi ST/8V3 Vi. County/Department Use Only Approved O Disapproved Permit Fee Date IIssuedma'L Issuing A [ Si attire ❑ Owner Given Reason for Denial VV O/30/c25 Conditions of Approval/Reasons for Disapproval JUN 042025 Bayfield Co. Zoning Dept. Attach to complete plans for the system and submit to the County only on paper not less than 8 1121 It Inches in size SBD-6398 (R- 03/22) e �F,Ql 7M�til Wisconsin Department of Safety & Professional Services SR, b0 2.56 Page of y I, Division of IndustryServices SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, t but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. rpgt 1D; 13O"1 scale or dimensions, north arrow, and location and distance to nearest road. .p - Please print all information. a 'ewe /� Dr�atte%e Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). ��� - /y:37/3 Property Owner Property Location '�' Pi119 z 3 Elr V r Tee S 31" Govt. Lot Mg 1/. KE % S 3a T t!'7 N R 07 E (or) W Property Owner's Mailing Address Site Address or CSM and Lot #: G� a fi o City, State, Zip I Phone Number ❑ City ❑ Village Town I Nearest Road �'rovn Rt+r W S i (41 %) 73 - 7131 I FR ❑ New Construction Use: I�' Residential/Numberofbedrooms S Code derived designflow rate 'St GPD R Replacement El Public or commercial — Describe: Flood Plan elevation if applicable ft. Parent material,5QR� V&.r.%a 1t,uial d apes; General comments and recommendations: Boring # ❑ Boring JN Pit Ground surface elev. 93.33ft. Depth to limiting factor 'H3 in. / elev. ft. nil Annlicatinn Rat 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- (a Opt 3 / '-- r v . C. 1.O G' V I Oft y -- w LC v.'7 '.4 L•99 5jt,1SJI4 ^- c� o.5' 1. b 'l yy-7 7•S `f 1.'41 I • 7a• 113 T•5YR s/&1 — 5 1 - 'Z $s 1 ai ❑Boring Boring # wPit Ground surface elev.93. 33 ft. Depth to limiting factor in. / elev. ft. Soil Anolication 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 -- r b . to i. o YR 1 — i. 3 '•3 7f9I/*4^' I 0 • %► n - Y -- Q! C9. 7 1.(. �: AV% kJt CST Name (Please Print) Signature CST Number $IP- by95� I mt-1,41O ;j'r �a G 4 88 Address Date aluation Con c d D 1 II Tel ph Number Y ,5 4r RgJ 7t !fit " w o S 7 /a 71 S -G 3Y - S * Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 5150 mg/L h lI Effluenf #2U BOII,, 4 0 g/L and TSS 5 30 mg/L SBD-8330 (R03122) Bayfield Co. Zoning Dept. Page __ of �/ _ ❑ Boring T31 Boring # Pit Ground surface elev.g".J% ft. Depth to limiting factor 7, 3?0 in. / elev. ft. I 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 O'(.. C4 I% -- ► c55La I.b a 4 1 hs� r $.b O`! 1.` '11 -- Gf n.1 1P o t . • r. Ifi15 `�!Z a'/y !" S lD w� 1 - C'► .'lf i. G. M 3 _ •ri4.Show ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. I 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 jc n a:v R..h a . 0 /fi. ri &% ,_. Boring # [J Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. I 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 * Effluent #1 = BOD > 30 ≤ 220 mglL and TSS > 30 ≤ 150 mg/L * Effluent #2 = BOD, ≤ 30 mg/L and TSS ≤ 30 mg/L �7/2c ef j5� �a�,� ��2, ls� Th [�) lli) liii JUNO42025 L) Bayfield Co. Zoning Dept. SCALE,- 1:40 :--'% 1- 1 0 10 25 40 50 80 CT = Existing 1000/500 gal combination tank (to be used as a 1500gal septic tank) made of prefab concrete by Del Zotto CT • l � Well 1 / 50ft well setback 64820 FR 223 NE 1/4, NE 1/4 Sec. 32, T47N, R07W Town of Keystone Bayfield County Tax ID: 22307 tIll JUN 0 4 20 r _ Bayfield Co. Zo Dept. d-\ lII/ B2 f/ // /Ow BM = Nail w/ ribbon in 35" Oak Tree 12 ELEVATIONS BM = 1 SP 049Saaw ' 00.00 ft _—<---. B1 = 93.33 ft Finger Lake B2 = 93.33 ft 1� r B3 = 94.18 ft Property Owner: Karla R O'Donnell Lake >20ft below BM SOIL PROFILE SHEET OWNER: 4 .c lek j . O' De ,n ne 1 SOIL TESTER:¶o-yct i� SYSTEM ELEVATION: LOAD RATE: O•�o /Y• O SYSTEM RANGE: B7.1 7 to $ q•O d cI (a 3� f3a B3 q� ------ -- --- -- -- 9 w , ii9y __--_- 93.33 =_ -_- 93.33 =__ 43 gJ-- --- ------ --- -- ______ �1 -- --- --- -- -- ------ --- --- --- -- -- 9b ___ ______-- __ 39 - .00 ____ ------- - -- --) �c t -- --- --- -- ------ S� -- f --- ----- JUN 042025 —_ --- -- --- ------Ba fie Y Id Co. Zoning Dent _—. _— SNS��' -- -- -- --- OS -- --- oIV.- -- --- -- --- Real Estate Bayfield County Property Listing Today's Date: 5/27/2025 Description Updated: 1/2/2024 ai Ownership Tax ID: PIN: Legacy PIN: Map ID: Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: Zoning: ESN: r Tax Districts 22307 04-028-2-47-07-32-1 01-000-10000 028105609000 (028) TOWN OF KEYSTONE S32 T47N R07W NE NE IN DOC 2020R-583785 455 40.000 39.597 0 Yes (F-1) Forestry -1 120 1 04 028 020170 001700 'tea Recorded Documents Property Status: Current Created On: 3/15/2006 1:15:41 PM I Inrl�ferl. 1 /') I')rr)A KARLA R O'DONNELL TRUST IRON RIVER WI Billing Address: Mailing Address: KARLA R O'DONNELL TRUST KARLA R O'DONNELL TRUST 64820 FR 223 64820 FR 223 PO BOX 669 PO BOX 669 IRON RIVER WI 54847 IRON RIVER WI 54847 Site Address * indicates Private Road N/A 01 Property Assessment Updated: 6/15/2016 2025 Assessment Detail Code Updated: 3/15/2006 G1 -RESIDENTIAL STATE G6 -PRODUCTIVE FOREST COUNTY TOWN OF KEYSTONE 2 -Year Comparison ASHLAND SCHOOL Land: TECHNICAL COLLEGE Improved: Total: Updated: 1/29/2009 Acres 2.000 38.000 2024 55,900 114,200 170,100 Land 6,500 49,400 2025 55,900 114,200 170,100 Imp. 114,200 0 Change 0.0% 0.0% 0.0% Date Recorded: 8/20/2020 2O2OR-583785 M Property History ® QUIT CLAIM DEED N/A Date Recorded: 4/27/2020 2020R-581878 ® WARRANTY DEED Date Recorded: 6/1/2015 2015R-558953 1143-354 ® TRUSTEES DEED Date Recorded: 3/6/2008 2008R-519480 990-783 2 TRUSTEES DEED Date Recorded: 2/28/2007 2007R-512529 965-332 ® PERSONAL REPRESENTATIVES DEED Date Recorded: 2/28/2007 2007R-512528 965-330 ® CONVERSION Date Recorded: 3/15/2006 456-403 ® QUIT CLAIM DEED lb) E C E U U Date Recorded: 1/26/2006 2006R-504727 937-153 ln till JUN 0 4 ZUZ5 Bayfield Co. Zoning Dept. PAGE 1 OF 4 In -Ground Gravity Plan Index & Cover Sheet Component Manual Design References: In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) 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: POWTS Application for Review I Soil Evaluation Report & Site Map Project Name / Description O'Donnell - FR 425 Owner Name(s): Karla R O'Donnell Trust Phone: 218 730 7131 Owner Address: 64820 FR 223, PO Box 669; Iron River, WI Zip: 54847 Project Address: (09SO FR aa3 Govt. Lot: NE 1/4 of NE 1/4, Section 32 , T 47 N -R 07 E ❑ or w1 Township: Keystone County: Bayfield Project Parcel ID #: 04-028-2-47-07-32-1 01-000-10000 (TAX ID: 22307) Designer Information Designer Name: Travis Butterfield Phone: 715 -634 -8176 Designer Address: 14346W State Road 77; Hayward, WI Zip: 54843 E-mail: office@butterfielddrilling.com This space reserved for approval stamp. License Number: 652879 Remarks: IUI 15 l� l5 t'1 IS H D JUN 042025 Bayfield Co. Zoning Dept. Signature: Date: cis 7 g as /a5 L e required on each submitted copy. AA = Absorption Area consisting of three cells, spaced >3ft apart, containing a total of 63 Quick -4 Plus Chambers ST = Existing 1500 gal. prefab concrete combination tank made by Del Zotto (to be used as Septic Tank). Pump is to be removed and a Lifetime LT -1/8 Filter added PLOT PLAN BM, Existing Piph " ' ST ,,,-oO 4" PVC Sc o 40 ASTM F8Y1 ' I I Well 1 i � �50ft well setback, � B2 "'Existing system is to be properly abandoned r. 11 Property Owner: Karla R O'Donnell Finger Lake SCALE 1:40 0 10 25 40 50 80 64820 FR 223 NE 1/4, NE 1/4 Sec. 32, T47N, R07W Town of Keystone Bayfield County Tax ID: 22307 nnn 111] JUN 0 4 202 X Bayfield Co. Zo g≤ ept. BM = Nail w/ ribbon in 35" Oak Tree ELEVATIONS BM = 100.00 ft B1 = 93.33 ft B2 = 93.33 ft B3 = 94.18 ft. Lake >20ft below BM Page 2 of 4 IN -GROUND GRAVITY DISPERSAL AREA Uniform Elevation Trenches with Quick4 Standard -W Chambers 3 -ft Trench (down -sizing credit) ��IL�lli • • iill�ll� min. 12' (typical) Septic Tank(s) Manufacturer: Del Zotto Septic Tank(s) Volume(s): 1500 gal gal gal gal Effluent Filter Manufacturer: Lifetime Filter LLC Effluent Filter Model a: LT -1 /8 12' min.lrench depth (tyPlnai) TYPICAL TRENCH CROSS SECTION VIEW 3ic (No Scale) a•'a' e System Elevation = 89.00 ft (typical) Quick4 Standard -W w/ End Cap (Show location of inlet / outlet pipe connection on plan view.) (typical) Jia --------------------��--- B= 87 ft (typical) INSTALL PER TRENCH: 21 Quick4 Std -W @ 20 ff EISA/chamber = 420 ft2 + 1 Pairs of end caps @6 ft2 EISNpair = 6 ft2 = Proposed EISA per trench = 426 ft2 Provide minimum 3 ft separation between trenches. Observation Pipe (typical) Install per manufacturers / instructions. TA = 3.0 ft (typical) H TYPICAL TRENCH PLAN VIEW (No Scale) "—Quick4 Standard chamber$ -W fr (typical) _ �u (mfd by Infiltrator Systems, Inc.) D o Install pursuant to manufacturer's instructions. Q Required Infiltration Area = 1250 ft2 x 3 trenches = Proposed Total EISA = 1278 ft2 Distribution Method: branched manifold C m W O 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 POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = 750 gpd; BOD5 220 mgL"'; TSS 150 mgL'; FOGS 30 mgL"' Inspection Checklist INSPECT EVERY 3 YEARS n j pp D o type of use IIUUUIUIIIIlI U o age of system o nuisance factors (he. odors, user complaints, etc.) o mechanical malfunction (he., pumps, valves, switches, floats, etc.) o material fatigue (he., leaks, breaks, corrosion, etc.) gay,;&d 'o`.inp Dept 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 (Le., pump re -cycling, float switch settings, etc.) o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification) o surface discharge of effluent or sewage back-up into structure served 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 manufacturers 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 com an Butterfield Inc company: — Local government unit: Bayfield Local government unit address: Phone: 715-634-8176 County Planning & Zoning Phone: 715-373-6138 117 E 5th Street P.O. Box 58 Washburn, WI ZIP: 54891 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. 147" TANK LENGTH DZ-1500 2 Comp 141" INSIDE I Use: Septic/Septic, Septic/Pump 93" FIRST COMPARTMENT _ 46" SECOND Dept of Bury — 7ft 3 COMPARTMENT — 3 Gallons per inch — 1st C — 24.5 / 2nd C — 12 2 F-----------------IT---------1 I II I I II I I II o \ 62" 68" c' C I I I INSIDE TANK o ' P4 \ \ 1NDTH YADTH R� ) I \�_-�7 _.�II C� -o I II II 3 I II I Im L--------------------11----- LID APPROVED MASTIC By Glen Schlueter at 1:49 pm, Jan 15, 2021 DRILL FOR CONDUIT AS WALL 24" RISER COUPLING NEEDED POLYLOK (2) 4' LID THICKNESS DEL ZOTTO TANK 1" SPACE BAFFLE TO LID I I ----------- AIRSPACE I- r SEAL I-----[�T{�------ TYPICAL I I 111O111 7 I II DEL 10170 139 3/1s rl �— I � � 4" SEAL I L POLY BAFFLE (TYP) I — IW Ij TANK 59" INLET I UQUID I 43 46 TI I HEIG T HEIGHT LEVEL I I HEIOUGHT I 1016 GALLONS I I 493 GALLONS I I II L---------------- I L --------J 881/4 -I 3" FLOOR THICKNESS 2" TAPER 64 JJJ 89 1/8 42 1/8 142 3" SIDE AND END WALL THICKNESS Bayfield County, WI 6/2712025, 9:24:26 AM 1:703 Rivers Approximate Parcel Boundary Building Footprint 2015 Building 0 0.01 0.01 0.03 ml 0 0.01 0.03 0.05 km erygea County Lend Reads OepaNnent eeyfea Cau tyionng Appg®uon edpe:nmapceay1Ndmuory WI v2on,ngWAW Bayfield County, WI ; {Y �i "'� 1 ,� �` `.: ' •. '_ aid "V �,`}�,'h �y, ��' ➢Y. (� Vin.[ n d �t p . y1 � J+.- y fn � • � � yb '' �i � �5 'S :)'y S`I.� S. Y• 6/27/2025, 9:25:03 AM 1:703 Rivers 0 0.01 0.01 0.03mi Approximate Parcel Boundary 0 0.01 0.03 0.05 km Building Footprint 2015 Barfield Coumy Lend Betnds oepanment Building Bayfiek County Zoning Applkatldn M1nps'llmnpebaMNdmuntyv vRnningWAW 6130125, 12:21 PM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfield County Property Listing Today's Date: 6/30/2025 ' Description Updated: 1/2/2024 Tax ID: 22307 PIN: 04-028-2-47-07-32-1 01-000-10000 Legacy PIN: 028105609000 Map ID: Municipality: (028) TOWN OF KEYSTONE STR: 532 T47N R07W Description: NE NE IN DOC 2020R-583785 455 Recorded Acres: 40.000 Calculated Acres: 39.597 Lottery Claims: 0 First Dollar: Yes Zoning: (F-1) Forestry -1 ESN: 120 J Tax Districts Updated: 3/15/2006 1 STATE 04 COUNTY 028 TOWN OF KEYSTONE 020170 ASHLAND SCHOOL 001700 TECHNICAL COLLEGE T ' Recorded Documents Updated: 1/29/2009 © WARRANTY DEED Date Recorded: 8/20/2020 2O2OR-583785 © QUIT CLAIM DEED Date Recorded: 4/27/2020 2020R-581878 U WARRANTY DEED Date Recorded: 6/1/2015 2015R-558953 1143-354 ® TRUSTEES DEED Date Recorded: 3/6/2008 2008R-519480 990-783 ® TRUSTEES DEED Date Recorded: 2/28/2007 2007R-512529 965-332 91 PERSONAL REPRESENTATIVES DEED Date Recorded: 2/28/2007 2007R-512528 965-330 ® CONVERSION Date Recorded: 3/15/2006 456-403 ® QUIT CLAIM DEED Date Recorded: 1/26/2006 2006R-504727 937-153 Property Status: Current Created On: 3/15/2006 1:15:41 PM 83 Ownership Updated: 1/2/2024 KARLA R O'DONNELL TRUST IRON RIVER WI Billing Address: Mailing Address: KARLA R O'DONNELL TRUST KARLA R O'DONNELL TRUST 64820 FR 223 64820 FR 223 PO BOX 669 PO BOX 669 IRON RIVER WI 54847 IRON RIVER WI 54847 10 Site Address * indicates Private Road N/A Property Assessment 2025 Assessment Detail Code GI -RESIDENTIAL G6 -PRODUCTIVE FOREST Updated: 6/15/2016 Acres Land Imp. 2.000 6,500 114,200 38.000 49,400 0 2 -Year Comparison 2024 2025 Change Land: 55,900 55,900 0.0% Improved: 114,200 114,200 0.0% Total: 170,100 170,100 0.0% M Property History N/A C\NCO"- 22 \\ -1v 222s01 I https://novus.bayfiieldcounty.wi.gov/access/master.asp?paprpid=22307 1/1 'FIELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: Submission Number: O'DONNELL TRUST, KARLA R SR -00258 64820 FR 223 IRON RIVER, WI 54847 Transaction Number: SR-00258-2CE24 Description Amount Certified Soil Tests - Review & Filing Fee $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 22688 Paid by: Sipsas Excavating & Trucking, PO Box 728, Iron River WI 54847 Payment Type: Check Transaction Date: 6/30/2025 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. u♦ FIELD Bayfield County -, Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: Submission Number: O'DONNELL TRUST, KARLA R SS -00563 64820 FR 223 IRON RIVER, WI 54847 Transaction Number: SS-00563-2EC53 Description Private Sewage System (Septic Tanks) Amount $400.00 Total: $4UU.UU Payment Amount: $400.00 Reference: 22688 Paid by: Sipsas Excavating & Trucking, PO Box 728, Iron River WI 54847 Payment Type: Check Transaction Date: 6/30/2025 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-25-63S STATE SANITARY PERMIT OWNER: KARLA R O GOVT LOT: LOT: BLK: NE 1/4 NW 1/4 SEC: 32,T47N,R7W TOWNSHIP: Keystone SOIL TEST: 59-25 OTHER MODIFICATION SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: TRAVIS BUTTERFIELD TRACY POOLER Authorized Issuing Officer DATE: 6/30/2025 CHAPTER 145.135(2) WISCONSIN STATUTES a. The purpose of the sanitary permit Is to allow installation of the private sewage system described in the permit. b. The approval of the sanitary permit is based on regulations in forc`$n 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: # 652879 Condition: Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 6/30/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION