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Home My WebLink About24-175SRequest 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 tilt It1SoaciuOll; you must e(iloil au at:9ti .11cv "v7. Jar,. Note fl Time Change fl Discrepancy fl Other Phone Number 715-413-0122 Plumber: Superior Plumbing & Mech. Inc. Fax Number Email Address Homeowner: Allan & Patricia Radosevich ed@superiorpmw.com Immediate Phone Number So Zoning Sanitary Dept can call you right back (if needed) Permit #: 24-175S Plumber's Choice Zoning Dept No Inspection(s) during this urn�: Date: 5/20/25 Mound Tuesday (9:30 am - 12:15 pm) (Trac., 5/21/25 Pump Tank Plumber's Choice Zo Dept Time: bga Mound Plow 2pm piping Township: Elieen Address # & Road Name: 68410 Whipperfurth Rd. Ashland or Directions To Site: Comments: ** Plumbers you must verify any change(s) by fax or email ** Notes from Zoning Dept: Wforms/sanitary/req ue stforinspection Zoning Dept (O4)12/04): ® June 2023 z q„ tVMtMe �°�saonn� Industry Services Divislo General Information Permit Holder's Name: Tank TYPE MANUFACTURER CAPACITY Prop. Line Well Building Air Intake Road Se tic N/A Dosing r e d L Jfl7 N/A Aeration N/A Holding Private Onsite Wastewater Treatment Systems ( POWTS) Inspection Report (Aftarh to Permit) ALLAN RADOSEVICH 68410 WHIPPERFURTH RD ASHLAND WI 54806 Town of: County Sanitary ermit No: 94- rigs - State Plan Transaction ID#: Parcel Tax No: /9 Set vest. !6/6/ Pump! Siphon Information Pump Manufacturer ump Model Demand GPM Filter Manufacturer Filter Model TDH Lift Friction Loss Head Total Forcemain Length Dia Dist To Well Dispersal Cell Information DIMENSIONS Reck Xf'b Width a Length „ , la! #of Cells ! SETBACK F Prop. Line 36 Building D Well o OHWM Type of CellManufacturer: J OG °1' P Pe'(HGj Model Number. Pretreatment Unit Manufacturer: Model Number: )istribution System Header / Manifold Length Dia _?.— Distribution ip ) Length Dia,* Spac h X Hol Size I X Hole Spacing ),` Observation Pipes Yes ❑ No Soil Cover Elevation Data STATION BS HI FS ELEV Benchmark 6Z Bldg, Sewer Tank Inlet Tank Outlet cad Dose Tank Inlet 11.3 Dose Tank ,y,y Inst. Contour q O Header / Manifold Distribution Pipe \_,'/7 Infiltrative Surft5, 9 Final Grade X Pressure Systems Only Depth Over Depth Over Depth of Seeded / Sodded Mulched Cell Center Cell Edges Topsoil ❑ Yes ❑ No 0 Yes 0 No COMMENTS: M(Include code discrepancies, persons present, etc.) OCd*r fi 4cM 0v -5'7t' i n 1'lakr6 cc vtxe� —Plow- katr6 ,Cc~ 9$ rc=V5, 4, Plan revision required? ❑ Yes ! No Use other side for additional information. Date RRn1291n rR n2/911 POWTS Inspector's Signature License Number BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Bayfield County Courthouse 1.I' Fax: (715) 373-0114 Post Office Box 58 e-mail: zonino(a)bavfieldcountv.wi.00v 117 East Fifth Street Web Site: www.bayfieldcountv.wi.gov/147 Washburn, WI 54891 Property Owner ALLAN RADOSEVICH Information 68410 WHIPPERFURTH RD ASHLAND WI 54806 As you know _Auezr ( was contracted by you to install a private onsite wastewater trAatment system on your pro4i described as: Notes: Abandonment of Old System to meet all applicable code requirements: 1 :• Tank was pumped by: Tank was crushed / removed and pipes disconnected by: on at AM/PM On at%3d 1G/ PM) the above -mentioned plumber contacted our office to conduct a pre -cover inspection as required under DSPS 383. One of the following applies: fist( System was inspected and appears to meet all applicable code requirements. ❑ System was inspected and appears to meet all applicable code requirements; however, a plan revision is necessary because the installation was substantially different than the original approval. y4 ema o Sy stem could not be inspected because plumber covered prior to scheduled time of inspection. System could not be inspected because plumber was not ready at scheduled time of inspection. County was unable to return to complete inspection. System could not be inspected because plumber was not ready at scheduled time of inspection. A re -inspection and $50 fee are required. System could not be inspected because County could not respond to plumber's time constraints. Comments: U/lorms/sanits rypropertyowner-input April 2019 , 11 ill Iv r'1 IU) 15 1n S I 11 Department of Safety (•"'°"" Bayfteld 8 f d & Professional Services, Staniar, I'cnnit Number it,, 1w tilled in by Cn.l SPS rr� �'��` Industry Services Division Sanitary Permit Application j7 - 1c: le I rem,action Number im4-t7I 4Q-C_. iii:Ircllyd:mcc ttlh 5i'S tSi.2112 f. Wi,.. Mm. (tide. suhniinsinn of this limn Co the appropriate got cmuicnnl unit Pnujeci Addrcs, tifditferemt titan nwiliug address) n regmml pnnl I:::br:�inm_ a armory permit Noic: Application flints fix ualc.honcd P(1\1TS arc suhmitLLd In tit, I lep,lltllu...I ul Si I.Ia and N"Ie %inIGII Sen ices. Peiv,nal inlnrm.tt bin iru prmiilc may he acd flf Kp,mtan, p111pi'sn in dcet i.Liice NIli ii,: Privue ' Law. s. I5.04(l 1tnl). stall. 1. Application Information — Please Print A111nformation Nnpenv Owner\ Nanie Parcel Ii Allan & Patricia Radosevich 16161 / 16159 IYopenv Osaul's Mailing Adllre.. I'mpeoy local ''ii 66410 Whipperfunh Rd. liuvt. Luc ('uv, Stale Zip Cede Phone Number Ashland, WI 54806 715.292.6670 —___ '. Section _12 1- 47 N R 5 P II. Type of Building (check all that apply) Lulu Solidly isinn Nance I0 I or2 Fancily f)telliag- Nundrroflkdnsuns 3 II ❑I'uhlie/(umm¢Iclal-Ihv:rhe l!st• rG '4`7I► ❑('ayoi ❑Bldg Uttlyd-lily riTls•Use _. ❑n tii of Nuwlmr wnunnf Eagan Tmm� Ill. Type orPoviTS Permit: (Check either "New" or "Replacement" acid other applicable on line A. Check one box on line B. Complete line Cit a licable.l New SyMrm Kepi. ice S>.tenh I.. Other Mldilie:ni,m Iii Lsising Syucm Iexplainl _ AMlnbmnl l'nnm:umanIlIlt lesptnnI It, - Bolding Tank .. In -Ground . At•(ir:ulc X Mound Individual Sitc Design J Usher lcpetexplainl ic,mccniiannh C. _ Renewal liclblc . Bettina (•tune ul Plumber I rdnslc, to Net' ( homer List Preeunls Permit Numlxrmd Date Is -tacit Expiration IV. Dix crmUTrcatment Area and Tank Information: Iksign Ho" tgpol Daigu Soil Application R:net_•pd'.11 Ditpetvl Area Required (el) llinpclsai Ana Proposed Csq Swan Eletqq nn 0 1.0 5 4451)b�i Capacity in ritual oaf Nfanulhclurer Tank Inbnnutim, (iulbaw (ialtons knit v p - Sr" lank. L,vaule Ianis ' y s.•gis .e IIuldhw react X I 1000 1 Wieser Concrete X Iknn,P inumbi X 750 1 Wieser Concrete X V. Responsibility Statement- 1. file undersigned, aflame responsibility for Insiallatnn of The PD\VTS [hots on the attached plans. Plumber's Name (Prins I Pltnnlwr s Signal, a MPAlPItS Ntmiher Ilusiness Photie Number Edward B. Redinger 221939 715-292.6670 i'lunlhei't Addis ISIrNt. City. State. lip ('ode) 1015 11th Ave. E. Ashland, WI 54806 VI. County/Department Use Only X 'pt' ed U Digpprwed terabit F1 J Date Issunl It su r1�,7Mnt S ' • turn ❑Rttncr [i;w,. Iteamnlly Tkninl Q Z J Conditions I Annn'al/ mva • Q6F7V col L 5 'n cr1 S1' t 2 v� —ER swt -es r51' -wk- r ts,/th%0/ Savfc/ Liuuse iAa tkc/ c 3((4a4 /) CO s' /yqal-rhl 1t UE SP5 f SCnc45%Yt ( t _ ; t s4r. W d h .U.uaPn 4ke Co uf 04 4he IrOC k Attach In tampkte Phan, For the gwem and ,uhlnil Iii the r nunry inn on paper list kaa moon Ts,. u moor, ul for S11D-6398 (R. t}/22) Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way PO Box 7302 Madison, WI 53707 October 28, 2024 CUST ID NO.: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/28/2026 MUNICIPALITY: TOWN OF EILEEN BAYFIELD COUNTY SITE: ALLAN RADOSEVICH 68410 WHIPPERFURTH RD ASHLAND, WI 54806 FOR: Design Wastewater Flow Value: 450 Bedrooms: 3 Limiting Factor(s): 16 Inches Maintenance Required: Effluent Filter `Tip ARTAO'.Y/p Phone: 608-266-2112 Web: hay://dsos.wi.gov all: dsos�iilwiscoosia.aov 'r� pa y y Evers, Governor �ias�urva�s`�s` OCT 31 2UL4 Hereth, Secretary Bayfield Co. Zoning Dept. Identification Numbers Plan Review No.: PWTS-102402649-C Application No.: DIS-102446337 Site ID No.: SIT -137218 Please refer to all identification numbers in each correspondence with the Department. CONDITIONALLY APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES 2)., eidNumvn. 10/!50024 SEE CORRESPONDENCE Mound Component Manual - Version 2.1 (May 2022-2027) SITE REQUIREMENTS • 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. The following conditions shall be met during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • Any Will grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area. preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Abandon Existing System per SPS 383.33 • Pump Floats to be set and verified per approved plan. Any changes may result in pump resizing to meet TDH and GPM Specifications. • Divert surface water from POWTS Area. • 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) • Tank Installation to follow all manufacture's recommendations. • Verify property line(s) prior to installation. OCT 312024 • Well setbacks to meet chs. NR 811 & 812. q��( • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil ava11 %cpr*Ping Dept. treatment. If no other site is available, trees in the basal area of the POWTS Dispersal Area must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. 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 5 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, stats. Ali 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, Fee Required: $250.00 Fee Received: $250.00 Balance Due: $0.00 / Refund Expected: $0.00 Heidi Eide Division of Industry Services Phone: Email: heidi.eide@wisconsin.gov • CONDmONALLY APPROVED ///�� C DEPT. OF SAFETY AND PROFESSIONAL SERVICES D rj P��E�1(I�Q 1�6 D OMSION OF INWSTRY SERVICES Mound Plan ItLL, Ill'Jn' tool U IS} U""'. . Index & Cover Sheet 0CT 31 2024 . SEE CORRESPONDENCE Component Manual Design References: Bayfield Co. Zoning Dept. 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 / Description 3 Bed Mound with .4 Owner Name(s): Allan & Patricia Radosevich Phone: 715 -292 -8806 Owner Address: 68410 Whipperfurth Rd. Ashland, WI Zip: 54806 Project Address: Govt. Lot: 1/4 of Township: Eileen Project Parcel ID #: 16161 / 16159 1/4, Section 12 , T 47 N -R 5 E ❑ or W 1✓ County: Bayfield Designer Information Designer Name: Edward B. Redinger Phone: 715 -292 -6670 Designer Address: 10115 11th Ave. E. Ashland,Wl E-mail: ed@superiorpmw.com License Number: 221939 Remarks: Revised Signature: Zip: 54806 __� �_ Date: 10/10/24 Original signature required on each submit copy. ll OCT 312024 j O SUPERIOR PLUMBING MECHANICAL (715) 278-3456 /6/7/') Y Customer Name: Skip (Allan) & Patricia Radosevich Adress: 68410 Whipperfurth Rd. Ashland, WI 54806 Phone #: 715-292-8806 Email: CST# 22193 , Scale: 1" = 0' 1 6 I PIN: 16161 & 16159 2 Acres S12 T47N R5W Town of Eileen Bayfield Co. / '13J : 760 I P r t IJ j/ C4 f / 33ecl I �•: ve nt /_* / / A Th well ! g3� ,2awf �3r Ares it /C/i5 d / /'2Oc1.'1[1 98' (o:JV� ql d'I,f 46/4, fo�a t o��7c mood -e 4 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) y . rASTM C-33 SAND FILL min.0T.5ft r r w= 24 Plowed Surface SINGLE -CELL MOUND DISPERSAL AREA bIilhtMIN. 6.0" OF TOPSOIL COVER mm. 1.0 ft L - - I--- A = 4.5 ft -H Surface Contour 6 % Slope Elevation = 98 ft D= 1.66 ft E= 1.93 ft System Elevation = 99.67 ft Lateral Invert Elevation = 100.17 ft (Show force main, manifold, and flush valve locations on plan view) PLAN VIEW (No Scale) 1-1/4 "OSchdl40 PVC Lateral J = 7.5 ft 10 It (typical) (typical) r-------- — ------------------------ Observation I ft e B= 100 ft I= 11.7 ft K= 10.7 ft (typical) Bend as necessary to follow contour DOWNSLOPE TOE L= 121.5 ft Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. Onee s�.l c O DISTRIBUTION NETWORK SPECIFICATIONS (No Scale) FLUSH VALVE DETAIL (No Scale) Orifice in — Valve Box Center of Threaded Cap (insulation optional) for Head Testing (optional) \ f � \ Ball Valve ) \ (optional) / \\ Lateral Spacing s= 2.25 Shield orifices for gravelless applications (riser pipes optional) 2 "0 Schdl 40 PVC Force Main (slope to pump tank r— for drain -back) 1 2 "0 Schd140 irst Orifice PVC Manifold (typical) ( S Laterals to be level rI) Schdl40 PVC Lateral 0 = 1-1/4 in (typical) Lateral Length (P) = 49.25 ft Orifices equally spaced: t - I [check a) OR b) below] a) 0 along bottom of lateral Flush Valve b) along top of lateral Assembly with every _ th hole (typical - see detail) facing down Last Orifice LATERAL INVERT ELEVATION = 1 00.1 7 (typical) Number of Orifices per Lateral = 25 Orifices equally spaced along bottom of lateral (typical) Orifice Spacing (X) = 24 in (typical) OBSERVATION PIPE DETAIL (No Scale) Screw -Type or Slip Ca (loose) �" :. r: ' P P ) �' Finished Grade (mulched & seeded) 4"0 PVC Pipe Topsoil Cover Top of pipe to terminate' .,t (min. 1 foot) at or above finished grade (4) 1/4"-1/2" X 6" Slots Q fib apart Anchoring Device Infiltration Surface Orifice Discharge Rate = .53 gpm Number of Laterals = 4 Lateral Discharge Rate = 13.46 gpm TOTAL DISCHARGE RATE = 53.85 GPM Orifice Diameter= 5/32 in (typical) First Orifice (typical) END MANIFOLD C Check (typl�l) �N applicable box. Manifold f� o First Orifice (riser pipe optional(? nr _ (typical) O N Ifs— a csm (typical) 't (typical) i2 -I —�-� o a Manifold CENTER MAN9FOL(-n (riser pipe optional) CONNECTION PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATION � 0 � � V1 L D (No Scale) 4'9 Vent Pipe 0CT 3 1 2024 >10 It 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 @ 20.28 gal/in Depth (in) Volume (gal) A 21 431 B 2.0 40.5 [C] 3.7 75 D 10 202 Approved Vent Cao • i .1 -*1 A Bs I III *Pump Tank Liquid Level = 39 in —� Pump Electrical must comply with SPS 316 and NEC 300 Weatherproof Junction Box Force Main Diameter = 2 in Force Main Length = 75 ft Force Main Void Volume = 12 gal Seal Weep Hole 0_ on 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 (Npinl) LcIDsi 16" Min. (typical) 3" Approved Bedding Material Beneath Tank [C] Total Dose Volume TDV = 75 gal/dose (5X total lateral void volume < TDV < 0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 54 gpm PUMP TANK: Volume = 750 gal Manufacturer: Wieser Concrete Pump Manufacturer: Goulds Pump Model: WE0512H/ 240v (See attached pump curve) Controls/Alarm Manufacturer: SJ Rohmbus Controls/Alarm Model: PS Patrol Float switches containing mercury are prohibited. - Approved Joints with Approved Pipe 3 ft onto Solid Ground (typical) PUMP -OFF ELEVATION = 93.83 ft INSIDE BOTTOM ELEVATION = 93 ft Vertical Head = 6.3 ft + Min. Supply Head = 3.5 ft + FM Friction Loss = 4.3 ft + Fitting Loss` = 1 ft `(min. supply head x 0.3) = TOTAL DYNAMIC HEAD = 15.1 ft SEPTIC TANK(S): Total Volume = 1000 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 Wastewater APPLICATIONS Specifically designed for the following uses: • Homes, Farms, Trailer Courts, Motels, Schools, Hospitals, Industry, Effluent Systems SPECIFICATIONS Pump • Solids handling capabilities: %a" 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''/. - 1'/2 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. METERS FEET 40 130 I "WE15HH 35 WI 25 20 15 10 5 Ot PAGE 2 120 \ 110 100 904I 80 E101 70 4E071 60 \\ 5o WE05 EOSf 40 30 W 20 WE03L • SJTOW or STOW severe duty oil anc$Hp(IBkf)1st1BmIing Dept. power cords. •'/, - 1 HP models have NEMA three prong grounding plugs. • 1'/2 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 S Tested to UL 778 and CSA 22.2 108 Standards By Canadian Standards Association File OLR38549 C us SFT SERIES: WE SIZE: 3/," SOLIDS RPM: 3500 & 1750 10 I'�\ v 0 (M) (U 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM 0 5 10 15 20 225 30 35 m3/hr CAPACITY -- 6 33.02183.9 cm] 20.71 ;52.6 cmi 4"(10.16cm)BALL HOUSING ---- TRAVEL FILTER CARTRIDGE MATERIAL POLYPROPYLENE 5.7 114.7 cm 1 MATERIAL - FILLED POLYPROPYLENE 0 O r -/I BALL PUSH ROD SECTION A -A FACTORY INSTALLED Ii A MATERIAL- FILLED POLYPROPYLENE 6.5' (16.51cm) SEALED BALL MATERIAL - HDPE 4" AND 6" FACTORY J - OPTIONAL BUSHING INTALLED PIPE OUTLET (FOR 4' THIN WALL PIPE) MATERIAL. PVC PART NO. 30142-R POLYLOK PL- 525 - 625 CUTAWAY OR (FOR 110 MM. PIPE) OPTIONAL FLOAT SWITCH m PART NO. 30142-EUR CD C135351 CD C� P o o c t0 O N a uln CD The newly enhanced PS Patrol system features all the same functions you have come to expect, plus so much more over other traditional pedestal -style alarms. The PS Patrol` features a built-in high water alarm and provides a convenient location to connect all wiring required for a pumping station application. It employs a receptacle for easy connection of a 120V pump and piggy -back pump switch. The sleek, angled design of the clear enclosure includes a removable cover for easy access for field wiring and viewing components. All internal components are sealed within the cover for protection from the elements. The red LEDs illuminate the top of the cover in an alarm condition for easy 360' visual identification. Available with or without 32" mounting post. FEATURES Enclosure meets Type 3R water -tight standards Innovative design allows alarm to accept a 5" square plastic post or 4' pipe/conduit for mounting Automatic alarm reset and green power on indicator Flush mount horn silence/alarm test switch Auxiliary alarm contacts included for easy attachment of remote devices Includes cord seal for sealing switch and pump cables Electrical potting cavity to provide easy, reliable method to seal power cables (electrical duct seal not included) Options include various switch cord lengths, riser assembly adapter, dual alarm, and elapsed time meter PART# DESCRIPTION 1022728 PSP2 120V, no pump switch, with post 1019021 PSP2120V, no pump switch, 20A breaker, with post 1022575 PSP2120V, ETM, with post 1022577 PSP2120V, DUO alarm, ETM, with post 1037095 PSP2120V, Wisconsin. assembly kit (2.5 inch) 1067640 PSP2 120V, Wisconsin, assembly kit (2.0 inch) 1018434 PSP2 120V, TAAB indoor alarm, with post 1011551 Assembly Kit (riser extension coupling and washers) ( SJE RHOMBUS UUF 31 kul4 117" `i r U.S Patent No. 9472,932 r .. and D780,703 'r Removable Cover • Incoming Alarm i Power Incoming Pump Power Pump Plug Pump Float Plug PSP Cord Receptacle Optional Assembly Kit 'Ni:n:.ra Do ehariranl nl Sutoty and Pi essiunal Services OCT 3 1 2024 p ge ii 0 Divisor, of industry Seiwca5 sr: SOIL EVALUATION REPORT Bayfield Co. Zoning Dept. In accordance with SPS 385, Wis. Ada Code County Alta,;h uunurete site n •m an piipui not :rise than 8 112 x I1 aches in size Plan must inclutte. Bayfield Out nut lunited to vert:ca. ued boiizen tad reference point (BM) direction and percent slope, Parcel I D ecie.• ur dnI renrauiu. uuitn .uruw .w'.o I:a:utton and distance to rweresl road 16161 / 16159 Please print all information. Reviewed oy Out.: P.u>.00:d mlruutdhnri you lauv,d.. Fray tie utuet far secondary purposes (Privacy Law, s 15.04(1)Ini)) Property Owner Properly Location r❑ Allan & Patricia Radosevich Govt. Lot I ; s 12 r 47 N R 5 E (or) w Property Owners Malting Andress Silo Address or CSM and Lot p' 68410 Whipperfurth Rd. 715-292-8806 same Stale Zip Code Phone Number El City ❑ VNaue ® Tuwr. NuunrsI Rund Ashland WI 54806 Eileen Whipperfurth New Cunstrucltrnl Use 17 Residential!Nunberof oedrtlun153 Code denved dosignllowrate450 GPD QReplacement 9 Pi b>.c in ronnlurcial - De srriho _ Fluoti Pten elevation it appticabla It Parent materiel Clavey Till/ strat sandy lacustrine (senaral CrJlnil,00ls and iauwirirn:n.,.n.an Mound on Contour 98' with .4 loading 1 Beoug w ❑Bonn" 98.4 - _. _- 1 6 97.07 ___ 7Pit Ground surface olav _It. Depin to uniting factor _,n felav_.__ft Horizon Daum In Dominant Color M.uuuu Redox Dascnptwu Go Az. Cont. Color Texture Structure Gr Si Sri Consistence Boundary Riots uu>rpncanun i[e[a GPDrF; 'Elfin •E8#2 1 0-4 5yr 5/3 - sit lfabk dh gw 31 .4 .6 2 4-16 5yr 3/2 scl 2mabk dh gw 21 .4 .6 3 16-22 5yr 4/4 c2d 5yr 6/3 sic lfabk mvfi - - .2 .3 2 ennny it []Boone 96.5 20 94.84 ®Pit Ground xu face eluv 0 Dept" to Liebe" tacteiin I elav _ , n Holton Dept" In Dununant CMot Mansell Redux Description flu Az. Cont. Color Texture Structure On. Sr. Sri . (luuvstence Boundary Rnets our npmicauan Hate (3PD,Ff -Effa 1 'EffF'3 1 0-4 5yr 4/2 - sit lfabk dh cw 3m .4 .6 2 4-20 5yr 4/3 - scl 2mabk mvfi gw 2f .4 .6 3 20-28 Syr 4/4 fIf 5yr 6/3 sic 1fp1 mvfi - - 0.0 0.0 CST Numb e (Please Prue n tuna •. I CST Nwuuar Edward B Redinger 221939 Address Date Evaluation Conducted Telephone Number 1015 11th Ave E Ashland, WI 54806 10/7/24 715-292-6670 Effluent Al = BOO > 30 5 220 n1g1L and TSS > 30 S 150 nigfL - Effluent #2 = GOD. S 30 mg/L and TSS S 30 ntgrL 5B0-8330 (R04/21) page? 013 OCT 312024 ❑ Boling 97.4 y y a _16 96.07 3 G Boring I! ® Pit omw surface eIev._U. BayfieldQeb'nzSIlII j VRevPT_n r clay __It c...i e....i.....I..... r .,.. Houzun Depth In Doovndnt Colin Moused Radux Description On Az Cont Color Texture Structure Gr. Sz. Sri Consistence Boundary Roots J GPO/pt: 'Eftp1 'Eaa2 1 0-4 5yr 5/2 sil lfabk dh cw Ico .4 .6 2 4-16 5yr 4/3 - scl 2mabk dh 9w 2m .4 6 3 16-28 5yr4/4 - sic lfabk mvfi - - .2 .3 BunnrlA flBWeMI ❑ Pit Glound surtaon alev tt. Depth to limitin0 factor In , cloy _ ti H, rizon Depth it, Dumr»n! Crib, Murise.l Redox Dasenpha'r Qu Az Coil Coin, Texure Structure GI 5z. Sn Consistence Buuneaty Rats GPD;FI- •EItn1 Etrc2 ❑ Boling BuOor° If ❑ Pit Ground surface eIev. 11 Depth to limiting facto, ________in ! cloy __I! I Sod Application Ram Hou/uu Depth In Dominant Cnbn, t3un:,eil Redox Des. ipaun ou. Az Coon Color Texture Structure GI Sr Sri Consistem:o Boundary Roos (,PD/FP Etter 'Etra2 Effluent 91 = 600>30 s 220 mglL arid TSS >30 5150 mg/L ' Effluent 02 = BOO. 5 30 n1g/L and TSS S 30 mg/L c SUPERIOR PI UMILNG MECIIANICAL (715) 27L 3456 lava •9N :•,1i ti a:I S'i Customer Name: Skip (Allan) & Patricia Radosevich n r� Adress: 68410 Whipperfurth Rd. I((1�1,(,llJI f� Ashland, WI 54806 0CT 31 ? fl?4 Phone n 715-292-8806 Emai / 3-'mfr'1) n4 tJe/! CqP 1 4: 1 y� W ell Bayfield Co. Zoning Dept. `rn7 T y l.'r S a --- u TOP VIEW WLP750-MR TANK SPECIFICATIONS DIMENSIONS: WALL: 2 1/2' BOTTOM: 3" COVER: 4" MANHOLE: 24' I.D. PRECAST CONCRETE RISER HEIGHT: DOME COVER 61" 0.0. FLAT COVER 53 1/4" O.D. OUTSIDE DIAMETER: 84" O.D. BELOW INLET: 42" O.D. 4" CAST -A -SEAL LIQUID LEVEL: 37' WEIGHT: 6,150 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET, CAST -A -SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN. SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 20.28 GAL/N HOLDING TANK: ACTUAL CAPACITY: 790 GALLONS OUTLET HOLE PLUGGED LOADING DESIGN: 8' 0' UNSATURATED SOIL MN TANKS: WILL HAVE ONE VENT OVER OUTLET AND WILL HAVE TWO VENTS IN COVER OVER INLET OPTIONAL FLAT COVER TANK CAN BE USED AS: 'IS AVAILABLE FOR EXCHANGE SEPTIC/ HOLDING/ PUMP OR SIPHON FOR DOME COVER, COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) -.) ._.---•- OUTLET �O ✓1 N hi PUMP PAD SIDE VIEW TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT 1MESER CONCRETE JOB INFORMATION: CUSTOMER: JOB NAME: DATE NEEDED: APPROVED BY: APPROVAL DATE: O .13 a N Co a o F w c_u) W 5 N SHEET NO. i/ F Department of Safety Bs & Professional Services, Ps U..'.Industry Services Division Sanitary Permit Application hi lcconLmce icIit, SPS 3S}.2I 1i2t. WI.. Adm. ('rule. ,uhumsinu of IncIIinn lu Ike :Ippng,dale guwnunental unit Ic requiral purr In ubminin. a sanitary permit. Note: Application Iwo,, fur shtmammid I'O \ TS arc whntillal to Ihv lkpanneal of Silly anal 14tdesaiakal Service.. Pelualal Winnl.mon you provide may be u,ed Ibr vcundary numou•.s in,,eeoWance with the Privacy Lan. a. 19.1)411 Rntl. Sub. Allen & Patricia Radosevich IYopcny Ouner', Mailing Address 68410 Whipperturth Rd. (,Iv. Slane Ashland, WI II. Type of Building (check all that apply) 6d I or 2 family Uwdllog -Numlxr of Il dmmllts 3 (3 Pohlkittnnnrvcral —Ih.c rihc t'se c 1-1`159 Stale Tmnciclion Number -pu,,ris 1 o1-I--az 4 Q —L 16161/16159 tiovl. Lm MarcuNumber 715.292-6670 .. .' I. Section ._12 Lots 1 47 N R 5 for t Sulklis Ivor Nauw 0 Stale tlulnd- Ikv'nbc Ow' ('SM Number ❑ Village of roan of Eileen.._. ._. 111. Type of POR=TS Permit: (Check either "New" or "Replacement" and other applicable on line A. Cheek one hot on line B. Complete line C I opplicahIe.I .x. X Nen S%,lann RipLccurent System Other Ma1ncc Lion to ti,.i lIIL'• S% %tao Immplatn) _ Additional I¼eIFe,UIIICI,I Viol (explainI !t. Iloldmc Lmk ..-lu-(imaod .At -Grade X Mound individual Site Ik.ipn J tither I, pc letpluiul tc.,avenlhmalI Lisl Panama Pcnnil Numhel and Date hwcd C. Rulcaal Ilclbre I Re Mon ('luncc of l'lumher 'I ransfenn New Owner Expinllilm IhSILII PNn\1i1'nI IJflIIZII .rm nlgnlr -a awl O I.nl¢v .,,u r.• ..y.�. .••`••. ..q...........r hJ(l ..........6- Or Capacity iii Total a of Manunwlufer Talk InfPR1u11Ut (ialhm, (ihim Unit. L G C Sea nr lanl. I.11np Ianb G V _ 2 I L' V 1t I V tY C .,•pa, ,r lialdii. Fan ( x j 1000 1 Wieser Concrete x 1 I k,.n; Clumjx, x 750 1 Wieser Concrete x V. Responsibility Statement- 1. the undersigned. assume respantihilily far installation or the PO V 1S shown on the attached plans Pluunwr's Name Print) I'lntnbc .Sicnulll c td R'S1P14S N; rr her I nu,irn.. l'ilonc Nundhr Edward B. Redinger 221939 715-292-6670 Plumber Addrss, tSlnrl. t1t)•. Slate. ZIP (-ode) 1015 11th Ave. E. Ashland, WI 54806 _ ._....... __4, I - .- A1gm,vrJ lJ 1 Iuppnus 5 �J _ �) p rs„ rr(ii „lira of Denial l )�'7• Cot non f.lpprovaVReaama 1 --or Disapproval SGT ,yam t 1.swc_ 1x 4145* ill r y(jl (tic Sf)udzlrGlGj �sczc•�•r>d /Ut tee /&2* I&.Sy f)1&s /j yakemncc1ets vF�10�yI� f,^ 20 ( p f S ! Oc 3t 1Gt 1.1 .yet- I r aWd &p 4ke Cot [vW (A l�1 -i e bock flwo6 I., rnmulelr ntan, far the nar111 mall whmit In the ('unnn nth an paper not In, than Bid. II Inches in size 9131).6398 (R. 03/22) PAGE 6 OF 6 Mound Management Plan ODJ ! 1 i p V F IMPORTANT: ill 0CT 312024 The owner of this mound system shall be responsible for its perpetual operation and maintenanGg,pufsuant2to in requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this sysier?iQ cI 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 = 450 gpd; BOD5 S220 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.) 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 Plubing & McCh. InC Phone: 715-292-6670 Local government unit: Bayfield Co Zoning Phone: 715-372-6138 Local government unit address: 117 5th St. E. 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 mound dispersal component may be re -constructed within the originally approved area after removal of all failed components. System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code Private Sewage System Maintenance Agreement nlS2-vr C� 6V /iKrD 2/c id, 45/4,444 MF 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 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) 1/4 of 1/4 Section Township N. Range _„_t_W. Additional Legal Description: �� 4Gh .gej Town of Lot _____Block_____ Subdivision (Acreage) Gov't Lot Lot _ CSM # _ Vol. _ Page _ CSM Doc # DOCUMENT NUMBER 2024R-605028 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI RECORDED 1O/O8/2O24 AT 1:S6 PM RECORDING FEE: $30.00 PAGES:2 Return To: Planning and Zoning Department ❑ In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System: 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 (1/3) of the volume occupied by sludge and scum. Pump Chamber (system types 8. C, D, and E): The pump chamber shall also be rinsed and pumoed out win n tank as provided above. The switches and pump controls shall also be Inspected a i to Septic Tank Effluent Filter (system types A through E): The septic be kit accordance with manufacturer's specifications. Filter maintenance reports shell su by Private Sewage System Disoersel Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWTS inspector, or licensed master plumber within three ra and at least once every three (3) yearn to ne ther MoundsAte, and In-oroul ndwPressuree wastewater Laterals (system types C, and E)(Theg � d flue out and swabbed if needed when the wastewater distribution Celt component is inspected as provided above Owner(s) agree that /adore to cbmoy with this agreement wall result in action being taken to pay at charges and cods crorared by Bayfield Cocmty for Inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazard caused by the system. Hayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges may be placed on the tax ro# as a special assessment for the abatement c/a human health hazard, and the tax shah be collected as provided by low. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such pppenty. Owher(s) Name(s) — Please Print n Subscribed and sworn to before me on this date: PPy P U � Notarized Owner(s) - Signature(s) rybi ac -o yQ/fin/ _� L" ✓`Q�_�- My�ammjssIcri \\\vs �) f9lFOFW� S C Bayfield County Register of Deeds Document #2024R-605028 Page 1 of 2 Revised My 2020 S UNOFFICIAL COPY LEGAL DESCRIPTION Parcel 1; A parcel of land in the Plat of West Ashland, being a part of Section Twelve (12), Township Forty-seven (47) North, Range Five (5) West, more particularly described as follows: Lots One (1) and Two (2) and the South 27.3 feet of Lot Three (3), all in Block Four (4) of said Plat, excepting the Westerly 33 feet of said Block Four (4) which is within the right-of-way limits of said Block Four (4) AND Lots One (1), Two (2), Eleven (11) and Twelve (12) and the South 27.3 feet of Lots Three (3) and Ten (10), all in Block Three of said plat; AND Lots One (1), Two (2), Eleven (11i) and Twelve (12) and the South 27.3 feet of Lots Three (3) and Ten (10), all in Block Two (2) of said plat. Parcel 2: A parcel of land in the Plat of West Ashland, being a part of Section Twelve (12), Township Forty-seven (47) North, Range Five (5) West, more particularly described as follows: The North 31.80 feet of Lot Three (3) and the South 18.20 feet of Lot Four (4), all in Block Four (4) of said plat, excepting the Westerly 33 feet of said Block 4 which is within the right-of-way limits of Block 4; The North 31.80 fast of Lots Three (3) and Ten (10) and the South 1820 feet of Lots Four (4) and Nine (9), all In Block Three (3) of said plat; The North 31.80 feet of Lots Three (3) and Ten (10 and the South 18.20 feet of Lots Four (4) and Nine (9), all In Block Two (2) of said plat. Tax Key Numbers: 020.1078-05, 020-1078-07 and 020.1078-09 V Q'wry. && V1048 P601 Bayfeld County Register of Deeds Document #2024R-605028 Page 2 of 2 11 /20/24, 10:05 AM CarmodyTM BAYFIELD COUNTY SANITARY PERMIT (#04)-24-175S STATE SANITARY PERMIT OWNER: ALLAN RADOSEVICH GOVT LOT: LOT: 1-4 BLK: 4 SUBDIVISION: Plat Of West Ashland 1/4 1/4 SEC: 12, T 47 N, R 5 W TOWNSHIP: Eileen SOIL TEST: 171-24 REPLACEMENT SYSTEM SYSTEM TYPE: Mound 224 in. of suitable soil PLUMBER: Edward B. Redinger CECE RUDNICKI DATE: 11 /20/2024 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 #: 32467 LICENSE: # 221939 Condition: System to meet all setbacks. Management Plan to Owner(s). Properly maintain system per recorded agreement. Adhere to State approval/conditions. Ensure existing tank is water tight & structurally sound. Ensure that electric supply meets requirements for SPS 316. Twenty feet of sand shall be installed between the contour and the rock. THIS PERMIT EXPIRES 11/20/2026 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION https://www.carmodyinc.com/PermitApp/Permit_Sign.aspx?Print=l &permitappid=7414 1/2