Loading...
HomeMy WebLinkAbout25-65SRequest 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 715-413-0122 Plumber: Superior Plumbing & Mech. Inc. Fax Number Email Address Homeowner: Willie & Kaytlyn Whiting ed@superiorpmw.com Immediate Phone Number So Zoning Sanitary Permit #: Dept can call you right back (if needed) Plumber's Choice Zoning Dept No Inspection(s) during this time Date: Tuesday (9:30 am - 12:15 pm) (Tracy) Plumber's Choice Zoning Dept Time: PIow7:30am I q Y✓� Piping 3pm Township: Eileen Address #& & 20 uS Hwy 2 11/l Road Name: or Directions To Site: Comments: Mound install Plumbers you must verify any change(s) by fax or email *` Notes from u/forms/sanitary/requestforinspection Zoning Dept (©4/12104): ® June 2023 ?�,gAPTAt�.T �°'axmKn4° Industry Services Division General Information WILLIAM J & KAITLYN WHITING 25180 US HWY 2 MASON WI 54856 Private Onsite Wastewater Treatment Systems ( POWTS). Inspection Report (Attach to Permit) City setback to: r Town of. County Sanitary ermit No: State Plan'Transaction ID#: Parcel Tax No: y g TYPE MANUFACTURER CAPACITY Prop. Line Well Building Air Intake Road Septic N/A Dosing N/A Aeration N/A Holding Pump / Siphon Information Pump Manufacturer Pump Model Demand GPM Filter Manufacturer Filter Model TDH Lift Friction Loss Head Total Forcemain Length Dia Dist To Well Dispersal Cell Information DIMENSIONS Width Length # of Cells SETBACK FROM Prop. Line Building Well OHWM Type of Cell Manufacturer: Model Number. Pretreatment Unit Manufacturer: Model Number: Dia Dia Elevation Data STATION BS HI I FS ELEV Benchmark � — Bldg. Sewer /e, `J Tank Inlet . - 9'Z 7 Tank Outlet Dose Tank Inlet Dose Tank Bottom 's >jgz Inst. Contour IQR,A Header / Man fold ' 2 f /o 3. Distribution Pipe f j5 Infiltrative Surface 7� 5y' Final Grade X Pressure ❑ Yes ❑ No son Lover • Depth Over Depth Over Depth of Seeded / Sodded Mulched Cell Center Cell Edoes Topsoil 0 Yes 0 No 0 Yes ❑ No COMMENTS: (Include cod dis repancI , persons present, etc.) 9H Pbv -6 /// ; 76.61%i Mai%v� 4h/ i / Ps fi dr¢,:, /J Ian revision required? ❑ YesN0 /i 2 ,a other side for additional lnfor lion, `fi Date POWTS Inspector's Signature License Number an -R71 n (P nw9iN Al Property Owner Information BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-61$8 Fax: (715) 373-0114 e-mail: zoning(a�bavfieldcounty.org Web Site: www.bayfieldcounty.org/147 WILLIAM J & KAITLYN J WHITING 25180 US HWY 2 MASON WI 54856 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 As you know // �!2 z was contracted by you to install a private onsite wastewater treat ent system on your pro rty (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 On G / at (AM P , e above -mentioned plumber contacted our office to conduct ape -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. Tank was pumped by: c. Tank was crushed I removed and pipes disconnected by: on at AM/PM ❑ 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: U/formslsanitarypropertyownerinput April 2019 Tracy Pooler From: Ed Redinger <ed@superiorpmw.com> Sent: Thursday, August 7, 2025 10:25 PM To: Tr r Subject: illie whitin ations Attachments: ion Form - TOTAL SYSTEM SHOTS.pdf Sent from my iPhone ELEVATIONS Complete this form Fax (715) 373-0114 to Zoning Dept Was Inspector Present for Sanitary Installation: ❑ Yes ❑ No Property Owner Willie & Katlyn Whiting Township Eileen Sanitary Permit # Benchmark Nail in Tree: 8.75 Septic Tank #1 Holding Tank Inlet Office tank: 12.15' Mound pump tank: 14.05' Outlet House: 11.8'1 office: 12.55'1 Mound: 13.8' Septic Tank #2 Holding Tank Inlet Outlet Building Sewer Office: 10.65 System Elevation 5.35' on contour 7.85' Header A: 4.85 / B: 5.25' Finish Grade 3.52' Pump Tank Inlet Top of Block Shop tank: 15.33' / Mound tank: 16.46' Comments u/forms/elevations Customer Name: William & Kaitlyn Whiting / Adress: 25180 US Hwy 2 AI 1 Mason, WI 54856 ,`� SUPERIOR PLUMUING MECHAraCAL 715-764.2103 Phone #: (715) 278-3456 Email: %''land on /00.9' Co... ' ^9 CST#221939- Scale: 1'• - 60' SOO - s I Sid PIN: 15785 34 3 l;.;Ipl-yed P rceli 7 F�mr�ra 840/500 Wieser Tank Parcel m: NW NN! & 54V N6V 519 TA7 85W Town if Eileen BaVfield Co. lsflul�`" P�•�—Q CepX//W .�pj�/. 'I�w..e �s,ao.�d Ii1,r Th4 /ecr� S2S �'lf� iy��q -C i i `n3' N s rfr17A...a. s� WE1512H �� J Va-t5 t[1) JUN 2 0 2025 �avfield Ci'. Zoning Dept. i L _.a industry Services Division county t�p1V 4822 Madison Yards Way Bayfield vs 20Madison, WI 53705 Sanitary Permit Number (to be filled in by Co.) PS u P.O. Box 7302 c -. ` Madison, WI 53707 4 j— � ,5 S Sanitary Permit Application State Trua t 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 Add the Department of Safety and Professional Services. Personal information you provide may be used for secondary sa m e oumoses in accordance with the Privacy Law. s. 15.04(Dlm). Stats. Ilie & Katlyn W city Owner's Mailing Address 180 US Hwy 2 State ison, WI a1 or 2 Family Dwelling — Number ofBedrooms s ZRublidcommercial— Describe Use 3 Employee Marine repair State Owned — Describe Use 15785 Govt. Lot Phone Number 715-746-21:0 SAW %"W v., Section 19 Lot# T47 N P5 PnrW of ,f Eileen III. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete fine C if applicable,) I--1.. A' ✓ lNew System I µReplacement System [}Dther Modification to Existing System (explain) Additional Pretreatment Unit (explain) ❑Bolding Tank LflJin-Ground ❑At -Grade �✓ Mound Individual Site Design Other Type (explain) (conventional) C. U Renewal Before URevision JThange of Pluniber UI'ransfer to New Owner r"' "r`""' """" "°"`"" """ """ y"`" Expiration IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/s0 Dispersal Area Required (st) Dispersal Area Proposed (sf) System Elevation 846 .4 2115 4284 101.5'/100.9' Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units co 'g e v New Tanks Etistiog Tanks s E Nh7 N 4U 4 septic of noimng lank: I X I x 2000 1 I Wieser Concrete ILJIl I Dosing Ctwaber x 1000 Q V. Responsibility Statement- I, the undersigned, assume responsibility for Installation of the PORTS shown on the attached plans. Plumber's Name (Print) I Plumber's Signature I MP/MPRS Number Business Phone Number Edward B. Redinger 4L 221939 1715-292-6670 Plumber's Address (Street. City, State, Zip Code) 1015 11th Ave. E. Ashland. WI 54806 Approved 0 Disapproved a"""` • " ""` '" (_ .g `sg` r- /�/7i✓ — Downer Given Reason for Denial 7/I �Tl Conditions of Ap roo v easons for Disapproval V I fI ,p r� c if j Gc�4�fG u-Ao-e Y�''f �Ci✓6� li %✓/y>c %v H JUN 202025 f L� J /I J 't_3y(i ld Co Zoning Dept. '7 Attach in romniete nuns far the pastern and s.mmn is the Canty nNv an nnner unt 1— than a .o e II m,T.a t..b. SBD-6398 (R 02/22) Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way Madison. WI 53705 June 19, 2025 CUST ID NO.: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/19/2027 MUNICIPALITY: TOWN OF EILEEN BAYFIELD COUNTY SITE: LONE WOLF MARINE 24180 US HWY 2 MASON, WI 54856 FOR: Design Wastewater Flow Value: 846 Bedrooms: 5 Commercial: 3 Employees 1 Floor Drain Limiting Factor(s): See DR Maintenance Required: Effluent Filter Phone: 608-266-2112 Web: hltp'//dsps.wi.aov S Email: dsysralwisconsin Eov 1 PS Tony Evers, Governor nN" Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-062501255-C Application No.: DIS-052519701 Site ID No.: SIT -145054 Please refer to all identification numbers in each correspondence with the Department. Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF IN STRY SERVICES SEE CORRE CE F1ii dfl JUN 202025 Rayficla Cc Zf,,; m g Dept Mound Component Manual - Version 2.1 (May 2022-2027) Pressure Distribution Component Manual - Version 2.1 (May 2022-2027) SITE REOUIREMENTS • A full size copy of the approved plans, specifications, and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. • This POWTS approval has been reviewed for proper treatment and disposal of the domestic wastewater generated by this facility. It does not include approval of the POWTS that is needed if non -domestic wastewater is generated by this facility. Please contact the DNR non -domestic review staff if this facility is to generate non -domestic wastewater. • All requirements of the IDR are to be followed. The following conditions shall be met during construction or installation and prior to occupancy or use: • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stars. • Prior to the construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a'/, -inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stars. • A state -approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet cbs. NR 811 & 812 • Tank Installation to follow all manufacturer's recommendations. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per the approved plan. OWNER RESPONSIBILITIES • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval and Wis. Admin. Code S SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stars. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise making them necessary for code compliance. As per state stars 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this letterhead. Sincerely, Fee Required: $250.00 Fee Received: $250.00 0 Kv eti P�je Refund l Expected: $ /� G Refund Ex ecred: $0.00 Katie Petzel Division of Industry Services Phone: 608-574-1189 Email: katie.petzel@wisconsin.gov n JUN L n 2015 Baviielil C . , using Dept. Wisconsin Deparmrent of Safety and Professional Services ''a Phone: 608-266-2112 Division of Industry services 7.0 i ' < Web: httnl/dspswi.gov 4822, Madison Yards Way Madison, WI 53705 i $ ' i PS` Email: dsasCdiwisconsiu.eov t Tony Evers, Governor 4 Dan Hereth, Secretary June 19, 2025 CUST ID Na: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL MUNICIPALITY: TOWN OF EILEEN HAYFIELD COUNTY SITE: LONE WOLF MARINE 24180 US HWY 2 MASON, WI 54856 Identification Numbers Plan Review No.: PWTS-062500154-SSD Application No.: DIS-052519697 Site ID No.: SIT -145054 Please refer to all identification numbers in each correspondence with the Department. CondlNonNy APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF IN TRY SERVICES SEE CORRESPON CE FOR: SOIL SATURATION DETERMINATION The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Approval is hereby granted pursuant to s. SPSP 385.60(2), Wis. Adm. Code, to estimate the depth of seasonal soil saturation based on an interpretive determination process completed by Edward Redinger, Certified Soil Tester (CST), and his recommendations. • This approval is limited to the soil characteristics within the tested area. This approval is based upon best management practices and does not warranty the functioning of the system. Water conservation, wastewater disposal practices, and system maintenance will aid in the longevity of the system. • This approval is limited to the soil characteristics within the specified depths and does not include an interpretation of the redoximorphic features found outside of the specified pits and horizons. • An on -site visit was conducted by Katie Petzel, DSPS, on May 7", 2024. • The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below grade. At least 30 inches of sand lift on top of 30 inches of unsaturated, in -situ soil is required. • The basal soil application rate for the mound shall be no greater than 0.4 gpd/sf. per the recommendations of Edward Redinger, CST. • The linear loading rate shall be no greater than 4.5 gpd/ft. • Surface water shall be diverted away from the mound system. 1.�I �b • A copy of this approval letter and attachments must accompany the system design for this site tlr pirpbse oY,plan a val and sanitary permit issuance.�� JUN 2 02025 Bayfeld Co. Zoning Dept A copy of the approved plans. specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, /\C[/12P&5eiG Katie Petzel !/ Division of Industry Services Phone: 608-574-1189 Email: katie.petzel®wisconsin,gov Fee Required: $240.00 Fee Received: $240.00 Balance Due: $0.00 Refund Expected: $0.00 flflVEfj) JUN 20 2025 LI Bayfield Cc. Zoning Dept. PAGE 1 OF 6 Mound Plan Index & Cover Sheet Component Manual Design References: Mound Version 2.1 (May 2022-2027) & Pressure Distribution Version 2.1 (May 2022-2027) Pg 1 of 6 Index & Cover Page Pg 2 of 6 Plot Plan Pg 3 of 6 Mound Cross -Section & Plan View Pg 4 of 6 Distribution Network Specifications Pg 5 of 6 Pump Tank Specifications Pg 6 of 6 Management Plan Pump Curve POWTS Application for Review Soil Evaluation Report & Site Map Project Name I Description 5 Bedroom/3 Employee mound with .4 loading Owner Name(s): Willie & Kaytlyn Whiting Owner Address: 24180 US Hwy 2 Mason, WI Project Address: SAME Govt. Lot: SW Township: Eileen Phone: 715 -764 2103 Zip: 54856 1/4 of NW 1111/4, Section 19 J47 N -R 5 E ❑or w[ County: Bayfield Project Parcel ID #: 15785 Designer Information Designer Name: Edward B. Redinger Phone: 715 -292 -6670 Designer Address: 1015 11th Ave. E. Ashland, WI E-mail: ed@superiorpmw.com License Number: 221939 Remarks: U JUN 202025 Hayfielu Cn Zuuing Dept. Zip: 54806 oondilloP,uy APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION Of INDOSTRY SERVICES SEE CORRESPOND CE Signature: Date: 5/7/25 Original signature required on ch submitted copy. SUPERIOR PLUMBING MECHANICAL (715) 278-3456 Customer Name: William & Kaitlyn Whiting Adress: 25180 US Hwy 2 Mason, WI 54856 Phone 4: 715-764-2103 Email: O CST# 221939 e n 70a, 9' C ,.,i+.+r I./. 'y Scale: 1. = 60' Sap - S PIN: 15785 .9 3 G.+Iployee 9 Acreses Parcel In, NW NW & SW NW 519 T47 RSW 1^S- / F/m r Oro), 8401500 Wieser Tank Town if Eileen S /7\ ��-- Bayfield Co. I d. 741y �O� SaS — 2r,s' /N 25T #) L .Ac/k3 �e -`,f p L. JUN 202025 4/ n n �✓;,, — -r-- avfield Cu. Zoning Uept. MIN. 6.0' OF TOPSOIL COVER 0.5" TO 2.5' WASHED AGGREGATE (min. 6.0' beneath distribution pipe- min.2.0' over distribution pipe and covered with approved synthetic fabric) ;t.,.' ASTM C-33 SAND FILL 34.7 ft C- Guy C —L" ry ,n7 O o N C11d Plowed Surface STEPPED -ELEVATION DOUBLE -CELL MOUND DISPERSAL AREA min. 1.0 ft fin. 0.5ft Cell"A' 3 _____-Ti 4.23 ft (typical) D (typical) Surface Contour Elevation= 100.9 R (Show force main, manifold, and Rush valve locations on plan view.) Cell "A" System Elevation = 100.9 ft D = 2.5 ft Cell "A" Lateral Invert Elevation = 103.9 E= Z.6 ft ft Cell 'K System Elevation = 100.5 ft B Cell 'A" Lateral Invert Elevation = 103.5 ft B Cell's' CROSS SECTION VIEW J T (No Scale) (lylbcal)E .P ...:. 3 %slope —y PLAN VIEW (No Scale) 1-1/4 "OSchdl4o t PVC Lateral J = 10.3 ft — (typical) r-------- — ------------------ --r r- 10 ft (typical) r-------------------------------------- --------- ----------- I --- i= 13 ft (typical) B 100 ft ca (typil) Bend as necessary to follow contour ---_...1 L_ 126 DOWNSLOPETOE R Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. Reset Pane I C m W O T a) DISTRIBUTION NETWORK SPECIFICATIONS STEPPED ELEVATIONS -2 CELLS FLUSH VALVE DETAIL (No Scale) Orifice in — _ \ Valve Box Center of Threaded Cap rfgr, (insulation optional) Head Testing �J— l (optional) r_ I \ Ball Valve I \ ry 0 (optional) o — Q (No Scale) (riser pipes Force Main connection + optional) to Manifold:center El Lateral Spacing g 5= ft 25-1/8" 3' "0 Schdl 40 PVC Force Main (slope to pump tank r- for drain -back) �/ �\ '0 Schdl 40 First Orifice PVC Manifold (typical) Laterals to be level (l Schdl 40 PVC Lateral 0 = 1-1/4 in Qom.. 4 (typical) Orifices equally spaced Cell A / Cell B along bottom of lateral Lateral Length (P) = 49.25 / 49.25 ft Flush Valve Last Orifice Assembly (typical) (typical - see detail)\ Orifices equally Spaced: [check a) OR b) below) Cell A / Cell B a)n along bottom of lateral Orifice Spacing (X) = 24 / 24 b),_❑_ along top of lateral (typical) in with every th hole Orifice Diameter = _ .156 r .156 in facing down (typical) LATERAL INVERT ELEVATION = 103.9 / 103.5 OBSERVATION PIPE DETAIL (No Scale) Screw -Type or Slip Cap (loose) •,�•, .v Finished Grade (mulched & seeded) 4'0 PVC Pipe •'t Topsoil Cover Top of pipe to terminate LL. . (min. 1 foot) at or above finished grade ': ' ` (4) 1/4'-1/2" X 6" Slots @ f0 apart b Anchoring Device Infiltration Surface Number of Orifices per Lateral = 25 / 25 Orifice Discharge Rate = .54.54 / .54.54 gpm Number of Laterals = 4 / 4 Lateral Discharge Rate = 13.46 / 13.46 gpm TOTAL DISCHARGE RATE = 107 GPM First Orifice (typical) �typXal> - END MANIFOLD Check CONNECTION applicable box. Manifold First Orifice (riser pipe optional) -D (typical) D �-- x---h�w2--I---x ---I (typical) (typical) O Manifold CENTER MANIFOLD (riser pipe optional) CONNECTION PAGE 5 OF 6 ry1,^- i i='LUG f U / SEPTIC / PUMP TANK SPECIFICATIONUN 202025 (No Scale) 4"0 Vent Pope 'loft from Building 12" Min. or 2.0 ft above Established Flood Elevation (typical) IMPORTANT: Anchor tank(s) as necessary pursuant to SPS 383.43(8)(g) Finished Grade CAPACITIES @ 27.83 gal/in d Depth (in) Volume (gal) A £@2o. 570 jl( B 2.0 55.66 [Cl 7 196 Of 6.5 181 Approved Vent Cap * Pump Tank Liquid Level = 36 in Force Main Diameter = 2 3" in Force Main Length = 90 ft Force Main Void Volume = 33 gal Electrical niusl comply with SPS 316 and NEC 300 Wealnerproof Junction Box --Conduit em �1IlMu i Pump Weep Hole i i:.¢i I.. rilurU Dept Extend manhole riser as necessary. Approved Locking Manholu with Warning Label Attached (typical) 3" Approved Bedding Material Beneath Tank [Cl Total Dose Volume (TDV) = 196 gal/dose L(5X total lateral void volume S TDV < 0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 107_gpm PUMP TANK: Volume = 1000 gal Manufacture Wieser Concrete Pump Manufacturer: Goulds Pump Model: WEd12H 230v (See attached pump curve.) Controls/Alarm Manufacturer. SJ Electro Controls/Alarm Model: PS Patrol Float switches containing mercury are prohibited 4' Mn. or 2.01t above Established Flood Elevation (typical) GuIck Disconoecl I 18'Min. (NPIicaB t - Approved Joints with Approved Pipe 3 ft onto Sold Ground (typical) PUMP -OFF ELEVATION = 92.54 ft INSIDE BOTTOM ELEVATION = 92 ft Vertical Head = 11.4 ft + Min. Supply Head = .5 it + FM Friction Loss = 2.1 ft + Fitting Loss' = 1 ft '(min. supply head x 0.3) = TOTAL DYNAMIC HEAD = 18 ft SEPTIC TANK(S): Total Volume = 2000 gal Manufacturer(s): Wieser Concrete Install approved effluent filter at the septic tank outlet immediately upstream of the oum tank inlet Filter Manufacturer. Poly Lock Filter Model: 525 Pump for 840/500 Septic / Lift PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS t U (No Scale) jUN 202025 4 0 Vent Pipe 'loft from Building 12' Min. or 2.0 ft above Established Flood Elevation (typical) IMPORTANT: Anchor tank(s) as necessary pursuant to SPS 383.43(8)(g) Finished Grade CAPACITIES @ 11.82 galln Depth (in) Volume (gal) A 25 295 B 2.0 23.6 [C] 6 71 D 10 118 Approved Vent Cao 7� I %• 4 *Pump Tank Liquid Level = 43 in Force Main Diameter= 2 in Force Main Length = 24�ft Force Main Void Volume = 39 £o& gal Electrical must comply with SPS 316 and NEC 300 —fl Weatherproof I-'----Juncdon Box Airtight Seal Weep Rote Coning Dept. Extend manhole riser as necessary. Approved Locking Manhole with Warning Label Attached (typical) 4' Mn. or 2.0 ft above Established Flood Elevation (typical) LulolDmonnecl 18' Min. (typical) -Approved Joints with Approved Pipe 3 it onto Solid Ground (typical) PUMP -OFF ELEVATION = 92.8 ft Concrete INSIDE BOTTOM ELEVATION= 92 ft 3'Approved Bedding Material Beneath Tank Min. for 2 ft / sec is approx. 20 [C] Total Dose Volume (TDV) = 71 gal/dose L (5X total lateral void volume < TDV c 0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 54 gpm PUMP TANK: Volume = 840 gal Manufacture Wieser Concrete Pump Manufacturer. Goulds FP0S11C 12x1 v Pump�v vv T114r Um Model: EPoCamncmssayema,ea a n iYPl Oil Met Fe YS0ON (See attached pump curve.) Controls/Alarm Manufacturer. SJ Electro Controls/Alarm Model: PS Patrol Float switches containing mercury are prohibited. Vertical Head = 3.6 + Min. Supply Head =5 ft + FM Friction Loss = 2.3 ft + Fitting Loss* = I ft '(min. supply head x 0.3) = TOTAL DYNAMIC HEAD = 10.4 ft SEPTIC TANK(S): Total Volume = 500 gal Manufacturer(s): Wieser Concrete Install approved effluent filter at the septic tank outlet immediately upstream of the pump tank inlet Filter Manufacturer: Poly Lock Filter Model: 525 PAGE 6 OF 6 Mound Management Plan IMPORTANT: The owner of this mound 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 = 846 gpd; BOD5 5 220 mgL'; TSS S 150 mgL-'; FOG 530 mgL'' Inspection Checklist INSPECT EVERY 3 YEARS type of use age of system nuisance factors (i.e. odors, user complaints, etc.) mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) material fatigue (i.e., leaks, breaks, corrosion, etc.) solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes) neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) extent of ponding in distribution cell prior to dosing dosing Irregularities (i.e., pump re -cycling, float switch settings, etc.) electrical components (i.e., wiring, connections, switches, controls, timers, alarms, etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification) surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis. Scats. 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. 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. , Distribution laterals shall be flushed once every 3 years or when necessary. System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.65 Wisc. Admin. Code. Report any component failure or malfunction to: Name of Individual or company: Superior Plumbing & Mech. InC. Phone: Local government unit: Bayfield Co Zoning Phone: Local government unit address: 117 5ht St. E. Washburn, WI 715-292-6670 715-372-6138 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, Wlsc. Admin, Code. Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be r ac d u uinkoj a plan submitted to the appropriate agency for review and approval. A failed mound dispersal c4pponent may be re -constructed within the originally approved area after removal of all failed components. II JUN 2 0 2025 System Abandonment Bayfieid Co. Zoning Dept. If use of this POWTS is discontinued, It shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. Wastewater APPLICATIONS • SJTOW or STOW severe duty oil and water resistant Specifically designed for the following uses: power cords. • Homes, Farms, Trailer Courts, Motels, Schools, •'A - 1 HP models have NEMA three prong grounding Hospitals, Industry, Effluent Systems plugs. • 1½ HP and larger units have bare lead cord ends. SPECIFICATIONS Pump Three phase (60 Hz): • Solids handling capabilities: // maximum. • Class 10 overload protection must be provided in • Discharge size: 2" NPT. separately ordered starter unit. • Capacities: up to 140 GPM. • STOW power cords all have bare lead cord ends. • Total heads: up to 128 feet TDH, • Designed for Continuous Operation: Pump ratings • Temperature: are within the motor manufacturer's recommended 104°F (40°C) continuous, 140°F (60°C) intermittent, working limits, can be operated continuously with- • See order numbers on reverse side for specific HP, out damage when fully submerged. voltage, phase and RPM's available. • Bearings: Upper and lower heavy duty ball bearing construction. MOTORS • Power Cable: Severe duty rated, oil and water resis- • Fully submerged in high-grade turbine oil for lubri. tant. Epoxy seal on motor end provides secondary cation and efficient heat transfer, moisture barrier in case of outer jacket damage and • Class B insulation on A - 1''A HP models. to prevent oil wicking. Standard cord is 20'. Op Lion- al lengths are available. • Class F insulation on 2 HP models. • O-ring: Assures positive sealing against contami- Single phase (60 Hz): nants and oil leakage. • Capacitor start motors for maximum starting torque. AGENCY LISTINGS • Built-in overload with automatic reset. SP Tested to UL 778 and CSA 22.2108Standards �7 By Canadian Standards Associa ion Fde OLR38549 C us METERS FEET 40 130 WEISHH SERIES: WE 120 SIZE: 3/4' SOLIDS 35 - RPM: 3500 & 1750 110 WE20H 5 GPM 30 100 p 90 WEt5H SFT..Ft' IF IF F. ;ia i5 = 25 80 WEto u July U Y025 20 70. E07 60 Hayfield Cu. Zoning Dept. WEOS 15 s0 EOSH 40 10 30 WE03M 5 20 10 0 0 (M) (L) J00 0 10 20 30 40 50 60 70 80 90 110 120 130 140 150 160 GPM I_.j____ , I I I I I 1 _ I I 0 5 10 15 20 25 30 35 m3/hr CAPACITY PAGE 2 0 Wastewater METERS FEET Z 10 9 —: 5GPM� .5 F1' 25 W 2 tJ 6 20 2 O Is 4 EP05 ~ 3 10 2 EP04 1 0 0 u 1u 20 30 40 50 0 2 d MODEL INFORMATION der HP Vohs Amps Minimum Circuit Phase 1 Float Switch Cord Discharge Minimum Minimum Minimum Basin Maximum Solids Shipping Weight Number Breaker Style Length Connection On level Off Level Diameter Size lbs.kg EP0411 115 12 20 Plug / No Switch 10 Manual Manual 20/ 9.1 EP04IIA Piggyback / Wide Angle 10' 12' 6' 21/9.5 EP0411 F .4 Plug / No Switch 20' Manual Manual 20 / 9.1 EP0411AC 1 Piggyback / Wide -Angle 20' 1/? 12" 6" 15' /,' 21195 EP0412 230 6 10 Plug/ No Switch 10' Manual Manual 20/9.1 EP0412F Plug / No Switch 20' Manual Manual 20/9.1 SiIF 5 115 13 20 Plug/ No Switch 20' Manual Manual 22/10 I 1AC LE PiggybWide-Angle W 20' 12' 6' 23 / 10.4 512F 230 65 10 Plug/ No Switch 20' Manual Manual 22110 L 8 CAPACITY GPM 10 12 �I m3/f JUN 202025 I4I Ifl Bayfield Co- Zoning ept. PAC$. 3 33.02 783.9 cm 1 -- A �1 6.5" (16.51cm) SEALED BALL - MATERIAL - HDPE 4" (10.16 cm) BALL TRAVEL 5.78:14.7 cm_ WI, P(YLOK PL- 525 - 625 CUTAWAY N - = O � N O <'" Giril --- 20.71 _52.6cm: --- HOUSING — FILTER CARTRIDGE MATERIAL -POLYPROPYLENE MATERIAL - FILLED POLYPROPYLENE BALL PUSH ROD FACTORY INSTALLED SECTION A -A MATERIAL - FILLED POLYPROPYLENE 4" AND 6" FACTORY OPTIONAL BUSHING INTALLED PIPE OUTLET (FOR 4" THIN WALL PIPE) MATERIAL - PVC PART NO. 30142-R OR OPTIONAL FLOAT SWITCH (FOR 110 MM. PIPE) PART NO. 30142-EUR 0 w »' CAST - 4" CAST -A -SEAL IN ET _ jtE:E , OUTLET LNl p PUMP PAD O � (C N C SIDE VIEW MANUFACTURED WLP1000-MR TANK SPECIFICATIONS DIMENSIONS; WALL: 2 1/2" a a n BOTTOM: 3' COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 53 1/4" c LENGTH: 8'-8" WIDTH: 7'-2" BELOW INLET: 42" r< c LIQUID LEVEL: 36" WEIGHT: 6,790 LBS. INLET AND OUTLET:' a $ o E 0 4" CAST -A -SEAL BOOT OR EQUAL GASKET m o 0 INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL /10 N o ao (OTHER STATES SEE CHART) LIQUID CAPACITY: 27.83 GALAN 1� n HOLDING TANK: �. OUTLET HOLE PLUGGED C9 ACTUAL CAPACITY: 1,085 GALLONS LOADING DESIGN: 8'-0" UNSATURATED SOIL it, TANK CAN BE USED A5: SEPTIC / HOLDING / PUMP OR SIPHON W COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) L CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE J icr 'C I D O X. REVIEWED BY o REVIEW DATE 0. F a W FOR APPROVAL APPROVED BY• SHEET NO. APPROVAL DATE: i PRODUCTS NEEDED BY: OF 1 4" CAST -A -S' FILTER 01 TANKS ARE MANUFACTURED TO MEET OR CAST -A -SEAL a OUTLET a. � U �e a SIDE VIEW :EED ASTM C-1 W320 -MR TANK SPECIFICATIONS DIMENSIONS: a a WALL: 3" a a BOTTOM: 3" COVER: 4" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 58" o LENGTH: 4'-2" WIDTH: 4'-2" BELOW INLET: 46 1/2" LIQUID LEVEL: 43" WEIGHT: BOTTOM 3,015 LBS. b COVER 870 LBS. - a o \ INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET g INLET AND OUTLET BAFFLE AND FILTER: ° 0 WISCONSIN, SEE DETAIL //10 °1 (OTHER STATES SEE CHART) LIQUID CAPACITY: 8.00 GAL/IN W LOADING DESIGN: 8'-0" UNSATURATED SOIL C � TANK CAN BE USED AS: V _ SEPTIC / HOLDING / PUMP OR SIPHON COVER: MIX DESIGN #8 (NO FIBER) o TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR S L N CUSTOM TANKS CONTACT WIESER CONCRETE J Q K Z Z I Q REVIEWED BY N 0 REVIEW DATE DRAWINGS SUBMITTED V) FOR APPROVAL APPROVED BY: ShIEEi N0. APPROVAL DATE- I 1 / PRODUCTS NEEDED BY: OF / 1 4" CAST -A C a3 8 iN ---_ - ---- INLET• - - N _ Ii V N I J V '�..._ I k a 2 ] IF- I•I 1 C c N "1 c -fl SIDE C7 VIEW ASTM W840/500 -MR TANK SPECIFICATIONS DIMENSIONS: 4" CAST -A -SEAL WALL: 2 9/16" BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 59 1/2" LENGTH: 9'-5 3/4" WIDTH: 7'-9" BELOW INLET: 48" LIQUID LEVEL: 43" WEIGHT: BOTTOM 7,360 LBS. COVER 3,790 LBS. VENT =I 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) LIQUID CAPACITY: 19.61 GAL AN (SEPTIC) 11.82 GAL/IN (PUMP) LOADING DESIGN: 8'-0" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP, OR SEPTIC/SIPHON COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE D BY DATE DRAWINGS SUBMIT FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: if 7) 0 � 3 OF "l 5s - pose Private Sewage System Maintenance Agreement Owner(s) Mailing Address 26\o us tlw 2_MCk%Ofl u'-) 1548 Site Address riI - ICi9,n(y)/ /' /96 0 y15411 fr pan As owner, I (we) do hereby certify me private sewage system wit oe instanea In accordance with the certified soil tester's report and approved plans and specifications on file with Bayfield County Planning and Zoning Department. The system will be operated In such a manner as to meet the designed plans. I (we) agree to maintain said private system at the below listed location In accordance with rules established In the WI Adm. Code, as from time to time amended. (COMPLETE Legal is required) 6(s) 114 of X1/4 Section /7 Township 4"ZN. Range 1' W. DOCUMENT NUMBER 2025R-607932 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED O6/2O/2O25 AT 1O:35 AM RECORDING FEE: $30.00 PAGES: 2 Additional Legal Description: Relum To: Town of L,IC en (Acreage) 9 Govt Lot Planning and Zoning Department Lot _ Block Subdivision Lot _ CSM # _ Vol. _ Page _ CSM Doc # ❑ In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System: (YJ Mound ❑ At -grade Sewage System ❑ Other Area Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make such inspection, the tank is found to have less than one-third (113) of the volume occupied by sludge and scum. Pump Chamber (system types B. C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components. Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shag be visually inspected by a certified, septage servicing operator, POWTS inspector, or licensed master plumber within three (3) years of the date of instailatl4 nd,,et it astionce every, thr ee, (3) years thereafter to determine whether wastewater or effluent from the system is ponding on the ground surface. tt 911, Mounds. At-0rade and In-cround Pressure System Laterals (system types C, D and E): The laterals shall be flushed otr�t'nd e?I(}IWAwhen' 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 'Bdyfie/d County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent Cr abate any human health hazard caused by the system. Bayleld 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 bylaw. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property. Owner(s) Name(s) — Please Print Subscribed and sworn to before me on this date: KO.t+lv�n wh�� � sl ��2a�iS Notadz Ow r(s)— nalure(s) No ryPubll My Corn isslon fxpires' L GG I' Drafted by: r� 1'19s KERRI TRUBACHIK Poofedby. _ Notary Public Wrorms/sartilary/septicmainrenceagreement State of Wisconsin Revised July 2020 .•ttl 10 ISZ ti A parcel of land located in the Northwest Quarter of the Northwest Quarter (NW'/, NW'/.) and the Southwest Quarter of the Northwest Quarter (SW'/. NW'/,), Section Nineteen (19), Township Forty-seven (47) North, Range Five (5) West, Town of Eileen, Bayfield County, Wisconsin, described as follows: To locate the Point of Beginning, commence at the NW corner of said Section 19 and run S. 00°47'24" E., 990.83 feet along the west line of said Section 19, to a 1¼ inch iron pipe; Thence leaving said west line, N. 88°47'36" E., 395.65 feet to the Point of Beginning; Thence from said Point of Beginning by metes and bounds; Continue N. 88°47'36" E, 92552 feet to a 1'/. inch iron pipe on the East line of said NW'/. NW'/; Thence along said East line, S. 00°47'40" E., 157.81 feet to a 1'/. inch iron pipe on the Northerly right-of-way line of U.S. Highway 2; Thence along said Northerly right-of-way line, S. 57°13'19" W., 226.89 feet to a WisDOT right-of-way post; Thence S. 62°12'21" W., 822.78 feet to a 1¼ inch iron pipe; Thence leaving said Northerly right-of-way line, N. 00°47'24" W., 644.86 feet to the Point of Beginning. oEMIE0 JUN 232025 UU Bayfield Cu Zoning Dept. SR QOZ3 (J LS IS 17 IS Wisconsin DepartmentofSafetyandProfesslonalServices .� c D age oft x; DivsionofixustryServlces MAY 13 2025 SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code Co. Zoning Dept Attach complete site plan on paper not less than 8 1/2 x 11 Inches In size. Plan must Include. Bayfl@Id 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. 15785 Please print all Information. Re e b 7 Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). iI7 ✓1I I Property Owner Property Location ❑ It) William & Kaitlyn Whiting Govt LotSW Y. NW ¼ S 19 i47 N R 5 E(or) W Property Owners Mailing Address Site Address or CSM and Lot #: 24180 US Hwy 2 715-764-2103 same City I State Zip Code I Phone Number ❑ City ❑ Village I Town I Nearest Road Mason IWI 54856 I( ) Eileen lus Hwy 2 NewConstruction Use: IJ Residential/Numberofbedrooms 5 Code derived designflow rate564 GPD QReplacement Q Public or commercial — Describe: 3 Employe Flood Plan elevation if applicable n/a R Parent material Till Plains General comments and recommendations: Holding Tank or Mound on 100.9' Contour @ .4 loading with Interpretive Report Bodng # Darning ■ Pit 100.1 6 99.5 Ground surface elev_R Depth to limiting factor In. I elev.It. Sal Amlication Rate Horizon Depth In. Dominant Color Munseu Redox Description Qu. Az Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt° Eff#1 •Eff#2 1 rQ6 5yr312 - sil 2mabk ml cw 3f .6 .8 2 iQio 5yr 414 c2d 5yr 618 sic! 2mabk ml gw 2f .4 .6 3 10-20 5yr4/4 - sic Om mvfi - 0.0 0.0 Boning # peoring 100.9 6 100.3 ®P8 Ground surface elev. ft. Depth to limiting factor in. I eiev.IL Soil Annlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az ConL Color Texture Structure Gr. Sr Sh. Consistence Boundary Roots (3PO/Ft' •Eti#1 •Ef #2 1 0-6 5yr4/2 - sil 2mabk ml gw 3f .6 .8 2 9 Syr 4/4 c1 d 5yr 6/8 sid 2mabk ml gw 2f .4 .6 3 16 Syr 4/4 - sic Om mvfi - - 0.0 0.0 CST Name (Please Print) S' n lure CST Number Edward B. Redinger 221939 Address Date Evaluation Conducted Telephone Number 1015 11th Ave. E. Ashland, WI 54806 5/7/25 715-292-6670 Effluent #1 � Boo � 306220 mg/L and TSS>30s150mg/L ' Efliuent#2=BOD, s 30mg/L and TSS≤30mg/L r 580-8330 (R04/21) C(j 05 b &41216 41 /0.2 3) 5/zo/ f►1.L [;3 I Boring ❑ coring 100.9 I] Pit Ground surface elev. ft. mE�(�` ((I�n �r�[ Page L of J 1i 111% _ Ilijl.Ielev.100.3IL MAY 137025 U _ _ _ _ Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Stmcture Gr. Sz. Sh. Consists ce Boundary Rots GPDIFP •Eff#1 -Eff#2 1 0-6 5yr4/2 sit 2mabk ml ow 31 .6 .8 2 6-10 5yr 4/4 c1d 5 r 6/8 sicl 2mabk ml gw 21 .4 .6 3 10-20 5yr 414 sic Om mvfl - - 0.0 0.0 991'5 pf4Tv f<t%e-I t5 a. S_Y` s/7/zuF ❑ Boring# ❑fig ❑ Pit Ground surface elev. R. Depth to limiting factor n. / etev.ft. I Sob Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIR' •Efl#1 -E##2 ❑ Boring ❑ Pd Ground surface elev. ft. Depth to limiting factor In.! elev. ft. Sall Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az ConL Color Texture Structure Gr, Sz. Sh. Consistence Boundary Roots GPDIR'- tff#1 •Eff#2 • Effluent #1= BOD > 30 s 220 mg/L and TSS > 30 s 150 mglL ' Effluent #2 = BOD, s 30 mg,L and TSS 30 mg/L 4 SUPERIOR PLUMBING MECHANICAL (715) 278.3456 CST# 221939 Scale: 1" = 60' PIN: 15785 9 Acres Parcel in: NW NW & SW NW 519 147 R5W Town if Eileen Bayuield Co. A3.7l.=7m• Auq;/ 3e" 4 Customer Name: William & Kaitlyn Whiting Adress: 25180 US Hwy 2 i Mason. WI 54856 Fe) Q U Phone #: 715-764-2103 lung}J MAY 132025 Email: 3ayfieid Co. Zoning 0 CrP� la d e Sao -c- .31 3 G-p/oyee 3S / rear t�ra/r ≤tt x l.� �9qd. T4 k" 3%Li 7 191 _ y , 9q•V ELEVATIONS Complete this form Fax (715) 373-0114 to Zoning Dept Was Inspector Present for Sanitary Installation: O Yes O No Property Owner Willie & Katlyn Whiting Township Eileen Sanitary Permit # Benchmark Nail in Tree: 8.75 Septic Tank #1 Holding Tank Inlet Office tank: 12.15' Mound pump tank: 14.05' Outlet House: 11.8'1 office: 12.55'1 Mound: 13.8' Septic Tank #2 Holding Tank Inlet Outlet Building Sewer Office: 10.65 System Elevation 5.35' on contour 7.85' Header A: 4.85 / B: 5.25' Finish Grade 3.52' Pump Tank Inlet Top of Block Shop tank: 15.33'! Mound tank: 16.46' Comments u/forms/elevations �,� Industry Services Division 0 CItaM' 4822 Madison Yards Way Sp Z� Madison, WI 53705 \y S P.O. Box 7302 Madison, WI 53707 Sanitary Permit Application 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). Stars. f. Annllrnttnn lnfnrmaHnn _ Ptaneo Print All Tnf .nation utary Permit Number (to he C2S- i 5S Willie & Katlyn Whiting 15785 Property Owner's Mailing Address 2518O US Hwy 2 Property Location Govt. Lot SW %.NW v. Section 19 T47 N R 5 E orW City, State Mason, WI Zip Code 54856 Phone Number 715-746-2103 II. Type of Building (check all that apply) [J1 or 2 Family Dwelling — Number ofBedroonvs .9 frublic/Conmmercial— Describe Use 3 Employee Marine repair flStnte Owned — Describe Use Lot # Subdivision Name Block # ❑City of jVillage of V, Town of Eileen CSM Number III. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line Cif applicable.) A. I ✓New System I FIReplacement System I Other Modification to Existing System (explain) I❑Additional Pretreatment Unit (explain) [:]Holding Tank flu -Ground [t -Grade ✓Mound Individual Site Design Other Type (explain) (conventional) C. ❑ Renewal Before I URevision hinge of Plumber ❑transfer to New Owner rst Previous PermitNumberand Date Issued Expiration 0-7 —' I o J eZ(o a607 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 (sn I System Elevation 846 .4 12115 14284 1O1.571OO.9' Capacityin I Total I #of j Manufacturer Tank Information Gallons Gallous Units u New Tanks Existlng Tanks o 2 v ea d U to n aepnc or nommg 'aim X X 2000 1 Wieser Concrete L✓J I I Dosina chamber x 1000 V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) I Plumber's Signature - I MP/MPRS Number I Business Phone Number Edward B. Redinger 221939 715-292-6670 Plumber's Address (Street, City, State. Zip Code) 1015 11th Ave. E. Ashland, WI 548O6 Approved ❑ Disapproved 1°"""(. g r'ge gl` /n%Zersr ❑ Owner Given Reason for Denial Conditions of AporovalfReasons for Disapproval Id/1" %d YIC e/meT /SSk4wce JUN 202025 - 64a d l d Bayfield Co. Zoning Dept. arisen to compile pun. for Inc system nna Lump to me bunny only on paper not less than a 1Ir x 11 Inches in size SBD-6398 (R. 02/22) san 002 S Wisconsin Departmental Safety and Professional Services age Divisional lndustrySeMces MAY 1 3 2025 a7 `sps i SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code Co.Zoning DepL Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must Include, Bayfleld 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. 15785 Please print all Information. Date Parsonel information you orovide may be used for secondary ourooses (Privacy Law. s. 15.041111mfl. /�/Ls v /7/Date ;7/3 I t/ry/ 5 Property Owner Property Location L —I Ii William & Kaitlyn Whiting Govt Lot SW '/ NW v. s19 T 47 N R5 E (or) W Property Owner's Mailing Address Site Address or CSM and Lot #: 24180 US Hwy 2 715-764-2103 same City State Zip Code Phone Number ❑ City ❑ Village ITown Nearest Road Mason WI 54856 ( ) Eileen US Hwy 2 ❑ New Construction User❑ Residential! Numberofbedrooms 5 Code derived designflowrate564 GPD ❑Replacement 0 Public or commercial - Describe: 3 Employe Flood Plan elevation if applicable n/a ft. Parent matedalTill Plains General comments and recommendations: Holding Tank or Mound on 100.9' Contour @ .4 loading with Interpretive Report LII Boring# ❑Boring 1P8 100.1 6 99.5 Ground surface elev. ft. Depth to limiting factor in. / elev.ft. Sal Aonll iration Rate 1 Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Corn. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 •Eff#2 1 -6 5yr 3/2 - sil 2mabk ml cw 3f .6 .8 2 10 Syr 4/4 c2d 5yr 6/8 sicl 2mabk ml gw 2f .4 .6 3 10-20 5yr 4/4 - sic Om mvfi 0.0 0.0 Boring# []Boring 100.9 6 100.3 ®Pit Ground surface elev._ft. Depth to limiting factor in. l elev.ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftl •Eff#1 -Efl#2 1 0-6 5yr 4/2 - sit 2mabk ml gw 3f .6 .8 2 9 5yr 4/4 c1 d 5yr 6/8 sic! 2mabk ml 9W 2f .4 .6 3 -16 5yr 4/4 - sic Om mvfi - - 0.0 0.0 CST Name (Please Print) Sin tore CST Number Edward B. Redinger 221939 Address Date Evaluation Conducted Telephone Number 101511th Ave. E. Ashland, WI 54806 5/7/25 715-292-6670 Effluent #1 = BOD >30 S 220 mg/L and TSS > 30 5150 mg/L - Effluent #2 = BOD, 5 30 mg/I. and TSS 5 30 mg/L r SBD-8330 (R04/21) CCU 0S b (ehj& /0237) S/2_0/25 Page L of (���1 ❑ Boring fl)tti 1il�n100.3 I I Boring # ❑� Pit Ground surface etev.100.9ft Ilnfi6ng jc.1 elev.It. IJ MAY 132025 I� Soil Aonll icetion Rate I Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Corsi Color Texture Structure Cr. Sz. Sh. Consiste ce souk ' Roots GPD/Ft2 •Eft#1 •Eff#2 1 0-6 5yr4/2 sit 2mabk ml cw 3f .6 .8 2 6-10 Syr 4/4 c1d 5 r 6/8 sid 2mabk ml gw 2f .4 .6 3 10-20 5yr 414 sic Om mvfi - - 0.0 0.0 991'5 /O(G,Tir/ t lia/ wosOpt £7e- fl Boring # ❑ Bodng ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Aool Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •E##1 •Elf#2 fBodng # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / eiev. It. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 Eff#2 Effluent#1=BOD>30≤220 mglL and TSS >30s150 mg/L •Effluent#2= SOD, S 30 mg/I. and TSS 530 mg/L - SUPERIOR PLUMBING MECHANICAL (715) 278-3456 f/?las 5 CST# 221939 Scale: 1" = 60' PIN: 15785 9 Acres Parcel in: NW NW & SW NW 519 T47 R5W Town if Eileen Bayfield Co. Ce th !aimed / G' x &ve✓wJ 4ke Customer Name: William & Kaitlyn Whiting Adress: 25180 US Hwy 2 1' Mason, WI 54856 Al n v Phone #: 715-764-2103 II MAY 1 3 2025 Email: Bayfield Co. Zoning 0 GPI !I)a �d ioo.9' GJ- W/. y /u 9 sm-s-j 39 3 rmpleyee 'JS rla r-4 vo- g qd. L) Wisconsin Department of Safety and Professional Services - ' ,� Phone: 608-266-2112 Division of Industry Services = 't Web: httw://dsps.wi.2ov 4822 Madison Yards Way i = Email: dsps(ja dsps@wjsconsin.gov Madison, WI 53705 Tony Evers, Governor Dan Hereth, Secretary June 19,2025 CUST ID NO.: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/19/2027 MUNICIPALITY: TOWN OF EILEEN HAYFIELD COUNTY Identification Numbers Plan Review No.: PWTS-062501255-C Application No.: DIS-052519701 Site ID No.: SIT -145054 Please refer to all identification numbers in each correspondence with the Department. Contlalona„y APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF I STRY SERVICES SEE CORRESPOND CE SITE: LONE WOLF MARINE D U D 24180USHWY2 MASON, WI 54856 JUN 202025 FOR: Bayfield Co. Zoning Dept. Design Wastewater now Value: 846 Mound Component Manual - Version 2.1 (May 2022-2027) Bedrooms: 5 Pressure Distribution Component Manual - Version 2.1 (May 2022-2027) Commercial: 3 Employees I Floor Drain Limiting Factor(s): See IDR Maintenance Required: Effluent Filter • A full size copy of the approved plans, specifications, and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. • This POWTS approval has been reviewed for proper treatment and disposal of the domestic wastewater generated by this facility. It does not include approval of the POWTS that is needed if non -domestic wastewater is generated by this facility. Please contact the DNR non -domestic review staff if this facility is to generate non -domestic wastewater. • All requirements of the IDR are to be followed. The following conditions shall be met during construction or installation and prior to occupancy or use: • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Prior to the construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a '/o -inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state -approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacturer's recommendations. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per the approved plan. OWNER RESPONSIBILITIES • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval and Wis. Admin. Code ys SPS 383.54(11. • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise making them necessary for code compliance. As per state stats 101.12(2). nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this letterhead. Sincerely, Katie Petzel Fee Required: $250.00 Fee Received: $250.00 Balance Due: $0.00 Refund Expected: $0.00 Division of Industry Services t9 S J U I�l Phone: 608-574-1189 I� Email: katie.petzel@wisconsin.gov u JUN 2 U 2025 Bayfield Co. Zoning Dept. Wisconsin Department of Safety and Professional Services „. r q. Phone: 608-266-2112 Division of Industry Services ® Web: haw://dsps.wi.2ov 4822 Madison Yards Way Madison.W153705 $ Email: dspsrawisconsin gov y rY Tony Evers, Governor *ulc NAt Dan Hereth, Secretary June 19,2025 CUST ID NO.: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL MUNICIPALITY: TOWN OF EILEEN BAYFIELD COUNTY SITE: LONE WOLF MARINE 24180 US HWY 2 MASON, WI 54856 Identification Numbers Plan Review No.: PWTS-062500154-SSD Application No.: DIS-052519697 Site ID No.: SIT -145054 Please refer to all identification numbers in each correspondence with the Department. Cond,nona,ly APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF IN STRY SERVICES SEE CORRESPOND CE 06/192025 FOR: SOIL SATURATION DETERMINATION The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Approval is hereby granted pursuant to s. SPSP 385.60(2). Wis. Adm. Code, to estimate the depth of seasonal soil saturation based on an interpretive determination process completed by Edward Redinger. Certified Soil Tester (CST), and his recommendations. • This approval is limited to the soil characteristics within the tested area. This approval is based upon best management practices and does not warranty the functioning of the system. Water conservation, wastewater disposal practices, and system maintenance will aid in the longevity of the system. • This approval is limited to the soil characteristics within the specified depths and does not include an interpretation of the redoximorphic features found outside of the specified pits and horizons. • An on -site visit was conducted by Katie Petzel, DSPS, on May 7i°, 2024. • The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below grade. At least 30 inches of sand lift on top of 30 inches of unsaturated, in -situ soil is required. • The basal soil application rate for the mound shall be no greater than 0.4 gpd/sf. per the recommendations of Edward Redinger, CST. • The linear loading rate shall be no greater than 4.5 gpd/ft. • Surface water shall be diverted away from the mound system. • A copy of this approval letter and attachments must accompany the system design for this site tl1pUrpdse! oY pli a royal and sanitary permit issuance. t JUN 2 0 2025 U Bayfield Co. Zoning Dept. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Katie Petzel Division of Industry Services Phone: 608-574-1189 Email: katie.petzel@wisconsin.gov Fee Required: $240.00 Fee Received: $240.00 Balance Due: $0.00 Refund Expected: $0.00 JUN 202025 Bayfield Co. Zoning Dept. PAGE 1 OF 6 Mound Plan Index & Cover Sheet Component Manual Design References: Mound Version 2.1 (May 2022-2027) & Pressure Distribution Version 2.1 (May 2022-2027) Pg 1 of 6 Index & Cover Page Pg 2 of 6 Plot Plan Pg 3 of 6 Mound Cross -Section & Plan View Pg 4 of 6 Distribution Network Specifications Pg 5 of 6 Pump Tank Specifications Pg 6 of 6 Management Plan Haacnments: enclosures: Pump Curve POWTS Application for Review Soil Evaluation Report & Site Mar) Project Name / Description 5 Bedroom/3 Employee mound with .4 loading Owner Name(s): Willie & Kaytlyn Whiting Owner Address: 24180 US Hwy 2 Mason, WI Project Address: SAME Govt. Lot: SW 1/4 of NW Township: Eileen Project Parcel ID #: 15785 Phone: 715 -764 -2103 Zip: 54856 1/4, Section 19 J47 N -R 5 E ❑ or W ❑✓ County: Bayfield Designer Information Designer Name: Edward B. Redinger Designer Address: 1015 11th Ave. E. Ashland, WI E-mail: ed@superiorpmw.com License Number: 221939 Remarks: y D 1111 JUN 2 0 2025 Signature Bayfield Co. Zoning Dept. Phone: 715 -292 -6670 Zip: 54806 Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF IN STAY SERVICES SEE CORRESPOND CE M19=5 Date: 5/7/25 Original signature required on ch submitted copy. Customer Name: William & Kaitlyn Whiting SUPERIOR PLUMBING MECHANICAL (715)278-3456 Adress: 25180 US Hwy 2 Mason, WI 54856 Phone #: 715-764-2103 Email: CST# 221939 BPD an /0O.9. (p�,�+.+T .✓/, y %0�,��I Scale: 1" = 60' Sap _ S ' PIN: 15785 9 Acres sal 3 G.np/ayee Parcel in: NW NW & SW NW 519 147 RSW $^f / F/eo r�r J'- 840/500 Wieser Tank Town if Eileen �S � /\ I�(�adik ••�` Bayfield Co. ,A 3.M. •-/ao/tk„'/.,,. 3d'- s5K J. Ids P�^~P np rJ J ieuF s sa�:�/� ,-�, r�� ≤PAE: -F g Mt \ WE15 211 %�0T if D 5 JUN 2 0 2025 y Bayfield Co. Zoning Dept. MIN. 6.0" OF TOPSOIL COVER 0.5" TO 2.5" WASHED AGGREGATE (min. 6.0" beneath distribution pipe - min.2.0" over distributon pipe and covered with approved synthetic fabric) : I` ASTM C-33 SAND FILL min. 0T5 it f STEPPED -ELEVATION DOUBLE -CELL MOUND DISPERSAL AREA min. 1.0 ft cell'A" 3 - J IbM�O D 4.23 ft 'rn:::•�,:. (typical) W= 34.7 ft N) FJu Plowed Surface Surface Contour Elevation= 100.9 ft (Show force main, manifold, and flush valve locations on plan view.) Cell 'A" System Elevation= 100.9 ft D = 2.5 ft Cell 'A' Lateral Invert Elevation = 103.9 E= 2.6 ft ft Cell 'K System Elevation = 100.5 ft B Cell "A" Lateral Invert Elevation = 103.5 ft ft B Celle' _ CROSS SECTION VIEW �� (No Scale) 3 % slope PLAN VIEW (No Scale) 1-1 /4 " 0 Schdl 40 = . 103 ft PVC Lateral -- (typical) L---------------------------------------------- -, It 10 It (typ's) r----------------------------------- Aw ------------ ° I 8= 100 ft —---------- 13 ft (tyw I = ca) T 1= 13 (typical) fl Bend as necessary to follow contour L= 126 DOWNSLOPE TOE ft Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. Reea G) m Cl) O C) DISTRIBUTION NETWORK SPECIFICATIONS STEPPED ELEVATIONS -2 CELLS FLUSH VALVE DETAIL (No Scale) Orifice in — —. Valve Box Center of Threaded Cap (insulation optional) Head Testing (optional) Ball Valve I ry (optional) O o / i cJ Orifices equally spaced: [check a) OR b) below) a) n✓ along bottom of lateral b) jj along top of lateral with every th hole facing down (No Scale) Force Main connection to Manifold: center EJ Lateral Spacing s= ---2 n 25-1/8" q cm Flush Valve Last Orfice Assembly (typical) (typical - see detail) (riser pipes optional) 3" "0 Schdl 40 PVC Force Main (slope to pump tank f- for drain -back) 2 "0 Schdl 40 First Orifice PVC Manifold (typical) Laterals to be level �p41 Schdl40 PVC Lateral 0 = 1-1/4 in (typical) Orifices equally spaced along bottom of lateral Cell A / Cell B Orifice Spacing (X) = 24 / 24 in (typical) Orifice Diameter = .156.156 in (typical) LATERAL INVERT ELEVATION = 103.9 / 103.5 OBSERVATION PIPE DETAIL (No Scale) Screw -Type or WW • Finished Grade Slip Cap (loose) W •W (mulched & seeded) 4"0 PVC Pipe :': Topsoil Cover Top of pipe to terminate (min. 1 foot) at or above finished grade (4) 1/4"-1/2" X 6" Slots @ A apart Anchoring Device Infiltration Surface Cell A / Cell B Lateral Length (P) = 49.25 / 49.25 it Number of Orifices per Lateral = 25 / 25 Orifice Discharge Rate = .54.54 / .54.54 gpm Number of Laterals = 4 / 4 Lateral Discharge Rate = 13.46 / 13.46 gpm TOTAL DISCHARGE RATE = 107 GPM First Orifice (typical) I- -- x--� ❑ END MANIFOLD (typiCONNECTION Check cal) applicable box. Manifold First Orifice (riser pipe optional) (typical) x --- -x/22 X/2 I I m _- (typical) l x l a (typical) 0 Manifold a CENTER MANIFOLD ii (riser pipe optional) CONNECTION PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIQ'NSt,N 202025 l (No Scale) , 4 0 Vent Pipe >10 ft from Building 12" Min, or 2.0 ft above Established Flood Elevation (typical) IMPORTANT: \Approved vem Cap Anchor lank(s) as necessary T I pursuant to SPS 383.43(8)(g) M Finished Grade CAPACITIES @ 27.83 gal/in Electrical must comply with ��SttPS 316 and NEC 300 II Weatnerproot I —Junction Box Depth (in) Volume (gal) A LO 20.5 570 $ngx — * B 2.0 55.66 A [Cl 7 196 I V D 6.5 181 B 1 I Ica Pump Pump Tank Liquid Level = 36 in Force Main Diameter = 2 3" in Force Main Length = 90 ft Force Main Void Volume = 33 gal Airtight Seat Weep Hole Bayfield Co. Zoning Dept. Extend manhole riser as necessary. Approved Locking Manhole with Warning Label Attached (typical) 4" Min. or 2.0 ft above Established Flood Elevation (typical) —Quick Disconnect I 18" Mm. (typical) Alarm b— On 6_oft 6 LConcrete 4 Block 3" Approved Bedding Material Beneath Tank [C] Total Dose Volume (TDV) = 196 gal/dose L(5X total lateral void volume <TDV < 0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE7__gpm PUMP TANK: Volume = 1000 gal Manufacturer: Wieser Concrete Pump Manufacturer: Goulds Pump Model: WEO12H 230v (Sea attached pimp curve) Controls/Alarm Manufacturer: SJ Electra Controls/Alarm Model: PS Patrol Float switches containing mercury are Prohibited - Approvod Joints with Approved Pipe 3 ft onto Solid Ground (typical) PUMP -OFF ELEVATION= 92.54 ft INSIDE BOTTOM ELEVATION = 92 ft Vertical Head = 11.4 ft + Min. Supply Head = 3.5 ft + FM Friction Loss = 2.1 ft + Fitting Loss' = 1 ft '(min. supply head x 0.3) = TOTAL DYNAMIC HEAD = 18 ft &AIS�r�9 SEPTIC TANK(S): Total Volume = 2000 gal Manufacturer(s): Wieser Concrete Install approved effluent filter at the septic tank outlet immediately upstream of the pump tank inlet. Filter Manufacturer: Poly Lock Filter Model: 525 Pump for 840/500 Septic / Lift PAGE 5 OF 6 SEPTIC! PUMP TANK SPECIFICATIONS (No Scale) JUN 202025 4 0 Vent Pipe '101t from Building 12" Min. or 2.0 ft above Established Flood Elevation (Noicall IMPORTANT: Anchor tank(s) as necessary pursuant to SPS 383.43(8)(g) Finished Grade CAPACITIES @ 11.82 gal/in Depth (in) Volume (gal) A 25 295 B 2.0 23.6 [C] 6 71 D 10 118 Approved Vent Cao Electrical must comply with SPS 316 and NEC 300 Weatherproof Junction Box Bayfield Co. Zoning Dept. Extend manhole riser as necessary. Approved Locking Manhole with Warning Label Attached / (typical) —Conduit 4" Min. or 2.0 ft above Established Flood Elevation (typical) Airtight Seal Quick Disconnect 18"Min. y (tyWml) *T A I B Pump *Pump Tank Liquid Level = in T E Force Main Diameter = 2 in Force Main Length = 24___________ft Force Main Void Volume = 39 £061 gal Weep Hole - Approved Joints with Approved Pipe 3 It onto Solid Ground (typical) PUMP -OFF ELEVATION= 92.8 ft Concrete INSIDE BOTTOM Block ELEVATION= 92 ft 3" Approved Bedding Material Beneath Tank Min. for 2 ft / sec is approx. 20 Vertical Head = 3.6 ft [C] Total Dose Volume (TDV) = 71 gal/dose L (5X total lateral void volume S TDV < 0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 54 gpm PUMP TANK: Volume = 840 gal Manufacture Wieser Concrete Pump Manufacturer: Goulds Pump Model: �ansri ri G 120" eoeaa mmvyroe Hama -E rr-T min (See attached pump curve.) Controls/Alarm Manufacturer: SJ Electro Controls/Alarm Model: PS Patrol Float switches containing mercury are prohibited. + Min. Supply Head =.5ft + FM Friction Loss = 2.3 ft + Fitting Loss* = 1 ft *(min. supply head x 0.3) = TOTAL DYNAMIC HEAD = 10.4 ft SEPTIC TANK(S): Total Volume = 500 gal Manufacturer(s): Wieser Concrete Install approved effluent filter at the septic tank outlet immediately upstream of the pump tank inlet. Filter Manufacturer: Poly Lock Filter Model: 525 PAGE 6 OF 6 Mound Management Plan IMPORTANT: The owner of this mound 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 = 846 gpd; BOD5 S 220 mgL''; TSS 5150 mgL''; FOG S 30 mgL'' Inspection Checklist INSPECT EVERY 3 YEARS • type of use age of system nuisance factors (i.e. odors, user complaints, etc.) mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) material fatigue (i.e., leaks, breaks, corrosion, etc.) solids volume In anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution t drop boxes) neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) extent of ponding in distribution cell prior to dosing dosing irregularities (i.e., pump re -cycling, float switch settings, etc.) electrical components (i.e., wiring, connections, switches, controls, timers, alarms, etc.) distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification) surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) 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. 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. Distribution laterals shall be flushed once every 3 years or when necessary. 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: Superior Plumbing & McCh. InC. Phone: Local government unit: Bayfield Co Zoning Phone: Local government unit address: 117 5ht St. E. Washburn, WI 715-292-6670 715-372-6138 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 364, Wisc. Admin. Code. Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, It shall be r acd �uun io� D a plan submitted to the appropriate agency for review and approval. A failed mound dispersal c ponent may be re -constructed within the originally approved area after removal of all failed components. JUN 20 2025 System Abandonment Bayfield Co. Zoning Dept. If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. Wastewater APPLICATIONS Specifically designed for the following uses: • Homes, Farms, Trailer Courts, Motels, Schools, Hospitals, Industry, Effluent Systems SPECIFICATIONS Pump • Solids handling capabilities: y4" maximum. • Discharge size: 2" NPT. • Capacities: up to 140 GPM. • Total heads: up to 128 feet TDH. • Temperature: 104°F (40°C) continuous, 140°F (60°C) intermittent. • See order numbers on reverse side for specific HP, voltage, phase and RPM's available. MOTORS • Fully submerged in high-grade turbine oil for lubri- cation and efficient heat transfer. • Class B insulation on 'A - 11h HP models. • Class F insulation on 2 HP models, Single phase (60 Hz): • Capacitor start motors for maximum starting torque • Built-in overload with automatic reset. • SJTOW or STOW severe duty oil and water resistant power cords. • % - 1 HP models have NEMA three prong grounding plugs. • 1,h HP and larger units have bare lead cord ends. Three phase (60 Hz): • Class 10 overload protection must be provided in separately ordered starter unit. • STOW power cords all have bare lead cord ends. • Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, can be operated continuously with- out damage when fully submerged. • Bearings: Upper and lower heavy duty ball bearing construction. • Power Cable: Severe duty rated, oil and water resis- tant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. Standard cord is 20'. Option- al lengths are available. • O-ring: Assures positive sealing against contami- nants and oil leakage. AGENCY LISTINGS STested to UL 778 and CSA 22.2 108 Standards �7 By Canadian Standards Association He ILR38549 C us METERS FEET 40 130 WEISHH SERIES: WE 120 SIZE: '/4" SOLIDS 35 RPM: 3500 & 110 1750 WE20H 5GPM 30 100 90 WE15H 5Fr 25 80 10 `4 U JUN z u zo?5 20 70 E07 0 60 Bayfield Co. Zoning Dept. WEDS 15 0 so EOSH 40 10 30 WE03M 5 20 10 (M) 0 0 {IJ 0 I 10 20 30 I I I 40 50 60 70 80 90 00 110 I I I I I I I 120 130 140 150 160 GPM I I I I 0 5 10 15 20 25 30 35 m3/hr CAPACITY I'A(L 2 Wastewater METERS FEET MEL+ to 9 30 8 2.5Fi 25 O Q w S U 6 20 Q > 5 Q 15 - 4 O EPOS ~ 10 2 EP04 S 1- 0- 0 0 10 20 30 40 50 GPM 0 MODEL INFORMATION Order Minimum Float Cord Discharge Minimum Minimum Minimum Maximum Shipping Number HP Volts Amps Circuit Phase Switch Length Connection On Leval Off Leval Basin Solids Weight Breaker Style Diameter Size Ibs.kg EP0411 Plug / No Switch 10 Manual Manual 20 / 9.1 EP0411A Piggyback/ 10' 12" 6" 21/9.5 115 12 20 Wide -Angle EP0411F .4 Plug/ No Switch 20' Manual Manual 20/9.1 EP0411 AC 1 Piggyback/ Wide -Angle 20' 7%" 12' 6" 15" Y." 21/9.5 EP0412 230 6 10 Plug/ No Switch 10' Manual Manual 20/9.1 EP0412F Plug / No Switch 20' Manual Manual 20 / 9.1 EP051IF 115 13 20 Plug/ No Switch 20' Manual Manual 22/10 EP0511 AC .5 Piggyback/ ck20' 12' 6' 23110.4 Wide -Angle EP0512F 230 6.5 10 Plug / No Switch 20' Manual Manual 22/10 2 4 /, a CAPACITY 10 12 pp m3/f Iun}J JUN 202025 Bayfield Co. Zoning crept. -A - 33.02 [83.9 cmi 20.71 :52.6 cmi -- HOUSING (10.16 cm) BALL TRAVEL' — FILTER CARTRIDGE MATERIAL -POLYPROPYLENE 5.78 [ 14.7 cm: MATERIAL - FILLED POLYPROPYLENE L BALL PUSROD I FACTORY INSTALLED SECTION A -A f9.J ii A j MATERIAL - FILLED POLYPROPYLENE 6.5" (16.51cm) SEALED BALL MATERIAL - HDPE `'QLYLOK PL- 525 - 625 CUTAWAY 0 Nuuu o O a N O l0 N OO1 �u CD LSJ 0 4" AND 6" FACTORY - OPTIONAL BUSHING INTALLED PIPE OUTLET (FOR 4" THIN WALL PIPE) MATERIAL - PVC PART NO. 30142-R OR OPTIONAL FLOAT SWITCH - (FOR 110 MM. PIPE) PART NO. 30142-EUR WLP1000-MR TANK SPECIFICATIONS 4" CAST - C U aC U INLET a a. In NI c- < �e a 23" a N p 2 N C C (0 L7 N CrCD CD 4" CAST -A -SEAL 7 4T OUTLET 1 N0 ate =n =1_ 'UMP PAD ASTM C-1227 REQUIREMENTS DIMENSIONS: S ; WALL: 2 1/2" a BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 53 1/C o LENGTH: 8'-8" WIDTH: 7'-2" BELOW INLET: 42" LIQUID LEVEL: 36' b WEIGHT: 6,790 LBS. INLET AND OUTLET: a oo E 0 4" CAST -A -SEAL BOOT OR EQUAL GASKETS o m o INLET AND OUTLET BAFFLE AND FILTER: u WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) O O LIQUID CAPACITY: 27.83 GAL/IN 1� W HOLDING TANK: OUTLET HOLE PLUGGED u ACTUAL CAPACITY: 1,085 GALLONS LOADING DESIGN: 8'-0" UNSATURATED SOIL a N TANK CAN BE USED AS: SEPTIC / HOLDING / PUMP OR SIPHON W ,. Ifl° COVER: MIX DESIGN #8 (NO FIBER) OD W TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: 9 FOR CUSTOM TANKS CONTACT WIESER CONCRETE Q J a S Z Z O REVIEWED BY REVIEW DATE C F DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY:_ APPROVAL DATE: ' _- NEEDED BY: -- OFPRODUCTS 1 W320 -MR TANK SPECIFICATIONS 4" CAST -A -SEAL I L FILTER OR EAFFLE on .4 TO MEET OR CAST -A -SEAL L OUTLET I n d a I SIDE VIEW EXCEED ASTM C-1227 REQUIREMENTS DIMENSIONS: WALL: 3" BOTTOM: 3" COVER: 4" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 58" LENGTH: 4'-2" WIDTH: 4'-2" BELOW INLET: 46 1/2" LIQUID LEVEL: 43" WEIGHT: BOTTOM 3.015 LBS. COVER 870 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: 8.00 GAL/IN 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 REVIEWED BY REVIEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: Li a 0 OF 4" CAST -A O] m a (U d C7 0 Ni 0 a CD TANKS CAST -A -SEAL 0 w nM <a 4" VENT in INLET- - - - - OUTLET I 1 c.1 y. I n in fJ a V 1 a I a I Ia I �a a jj:_2r-jt—jj I.j a f---u�=-..' � lIL ti tvtl o ih PUMP PAD N') N a, rniv SIDE VIEW E MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS W840/500 -MR TANK SPECIFICATIONS o o a DIMENSIONS: w o WALL: 2 9/16" a a BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 59 1/2" > LENGTH: 9'-5 3/4" WIDTH: 7'-9" w BELOW INLET: 48" LIQUID LEVEL: 43" 1� 1 E WEIGHT: BOTTOM 7,360 LBS. 8 COVER 3,790 LBS. n $ INLET AND OUTLET: m o c I $ 4" CAST -A -SEAL BOOT OR EQUAL GASKET w ; INLET AND OUTLET BAFFLE AND FILTER: o o it WISCONSIN, SEE DETAIL #10 0 (OTHER STATES SEE CHART) IW LIQUID CAPACITY: 19.61 GAL/IN (SEPTIC) 11.82 GAL/IN (PUMP) ::7 LOADING DESIGN: 8'-0" UNSATURATED SOIL p rc 000 TANK CAN BE USED AS: w SEPTIC/SEPTIC, SEPTIC/PUMP, M OR SEPTIC/SIPHON W I t COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) 00 0 CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE d 2 J I 0< Q V) o � v REVIEWED BY REVIEW DATE `r 3 F N DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: SHEET NO. APPROVAL DATE: 1 PRODUCTS NEEDED BY: or 1 Private Sewage System Maintenance Agreement DOCUMENT NUMBER Owner(s)Name p" 2025R-607932 T Lirt�-'\� �J DANIEL J. HEFFNER Owner(s) Mailing Address ,� (, /+�Q��y� , ^ G t� r ,, REGISTER OF DEEDS 25\ U0 05 \- W 2_ M' USO I W I ..J4V (- BAYFIELD COUNTY. WI RECORDED f/t� 0$ j cJ / rl4oan 06/20/2025 AT 10:35 AM RECORDING FEE: $30.00 PAGES: 2 As owner, I (we) do hereby certify the private sewage system will be installed in accordance with the certified soil tester's report and approved plans and specifications on file with Baytield 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) 5W 114of �!�l 1/4 Section Township 9 N. Range 5 W Additional Legal Description: Town of Fie eu (Acreage) 9 Gov't Lot Lot_ Block Subdivision Lot _ CSM # _ Vol. _ Page _ CSM Doc # Return To: Planning and Zoning Department Area ❑ In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System: "Mound ❑ At -grade Sewage System ❑ Other Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of Installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make such inspection, the tank is found to have less 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. Seotic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visual iosPected bKr qertif septage servicing operator, POWTS inspector, or licensed master plumber within three (3) years of the date of installao n t Istne Sjte,th (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 o nd s3 4ej iQtjrQ@m wh 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 Iri13 MyW V rrny Vol inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges may be placed on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided by law. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property. Owner(s) Name(s)— Please Print Subscribed and sworn to before me on this date: Kc tk-kk �h` of P12o2i8- Notariz r(s)— nature(s) 4 Not ry PubI c 1 My Com issionExpires' d� G Drafted by: r,tqq9/s � KERRI TRUBACHIK Proofed by: Notary Public utforms/sanitary/septicmaintenceagreement YY11 State of Wisconsin Revised July 2020 EXHIBIT A TO WARRANTY DEED A parcel of land located in the Northwest Quarter of the Northwest Quarter (NW'/4 NW'/4) and the Southwest Quarter of the Northwest Quarter (SW/4 NW'/a), Section Nineteen (19), Township Forty-seven (47) North, Range Five (5) West, Town of Eileen, Bayfield County, Wisconsin, described as follows: To locate the Point of Beginning, commence at the NW corner of said Section 19 and run S. 00°47'24" E., 990.83 feet along the west line of said Section 19, to a 1'/4 inch iron pipe; Thence leaving said west line, N. 88°47'36" E., 395.65 feet to the Point of Beginning; Thence from said Point of Beginning by metes and bounds; Continue N. 88°47'36" E., 925.52 feet to a 1'/4 inch iron pipe on the East line of said NW/4 NW'/4; Thence along said East line, S. 00°47'40" E., 157.81 feet to a 1/4 inch iron pipe on the Northerly right-of-way line of U.S. Highway 2; Thence along said Northerly right-of-way line, S. 57°13'19" W., 226.89 feet to a WisDOT right-of-way post; Thence S. 62°12'21" W., 822.78 feet to a 1'/4 inch iron pipe; Thence leaving said Northerly right-of-way line, N. 00°47'24" W., 644.86 feet to the Point of Beginning. EC CIE D JUN 2 3'ZU'15 Bayfield Co. Zoning Dept. 3M 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: WHITING,WILLIAM J & KAITLYN J AP -00042 25180 US HWY 2 MASON, WI 54856 Transaction Number: AP -00042-32840 Description Amount Additional Fee Amount $500.00 Total: $500.00 Payment Amount: $500.00 Reference: 10331 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 7/1/2025 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-25-65S STATE SANITARY PERMIT OWNER: WILLIAM J & KAITLYN J WHITING GOVT LOT: LOT: B LK: NW 1/4 NW 1/4 SEC: 19, T 47 N, R 5 W TOWNSHIP: Eileen SOIL TEST: 27-25,151-07 NEW SYSTEM SYSTEM TYPE: Mound 224 in. of suitable soil PLUMBER: EDWARD REDINGER Tracy Pooler DATE: 7/1/2025 Authorized Issuing Officer CHAPTER 145.135(2) WISCONSIN STATUTES a. The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. b. The approval of the sanitary permit is based on regulations in force on the date of approval. C. The sanitary permit is valid and may be renewed for specified period. d. Changed regulations will not Impair the validity of a sanitary permit. e. Renewal of the sanitary permit will be based on regulations In force at the time renewal is sought, and that changed regulations may Impede renewal. f. The sanitary permit Is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. PREVIOUS PERMIT #: 07-178S LICENSE: # 221939 Condition: Insulate where required. Adhere to STATE permit issuance conditions. THIS PERMIT EXPIRES 7/1/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION