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Home My WebLink About25-157SR-- - - Industry Services Division County e;dti+� 0 $ I d l jej 4822 Madison Yards Way Madison, WI 53705 Bayfield Sanitary Permit Number befilled in by PE �Si (to Co.) Ss- P.O. Box 7302 b%7 p7 Madison, W153707 (9,54 Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application in for state-owned POWTS are submined to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law. s. 15.04(l)(m). Sorts. 74785 On dos ago n Rd . L Application Information — Please Print All Information Property Owner's Name Parcel s Eric Sirrine 30709 Property Owner's Mailing Address Property Location 416 2nd Ave. E. Govt.Lot City, State I Zip Code Phone Number Washburn, WI 54891 218-216-6381 NE a NE i Section 10 T48 N R 5 EorW W IL Type of Building (check all that apply) Lots HI or 2 Family Dwelling — Number ofBedrooms 5 Subdivision Name Public/Commercial — Describe Use Block s City of State Owned — Describe Use CSM Number jVillage of ✓ Town of Washburn M. Type ofPOWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box ou line B. Complete line C if a llcable.) A. ✓lNNew System l Replacement System Cher Modification m Existing g System (explain) ❑Additional Pretrmtme.0 Unit (explain) B. ]Holding Tank DIn- r t -Grade IMound Individual Site Desigt. Other Type (explain) ntioaab C. ❑ Renewal B re Expira[io Revision .)('Change of Plumber ❑1'raasfer to New Owner ist Previous Permit Nunn Cr and Date Issued f,is — 1 51 S IV. Dispe tea a and Tank nfoation: rm Design Flow (gpd) 750 Design Soil Application Rate(gpd/sf) I Dispersal Area Required (sf) I Dispersal Area Proposed (sf) I Syseen Elevation .4 11875 11875 1100.6' Capacityin Total 10' Manufacturer Tank Information Gallons Gallons Units , 5 a New Tanks Existing Tanks ,,, A U ,so y 4 o L Septic or Holding Tank x 1585 1 Wieser Concrete LXJ Dosing Chamber X 950 [ (] V. Responsibility Statement- L tie undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Edward B. Redinger Plumber's Signam _ MP/MPRS Number 221939 I Bumess Phone Number 715-292-6670 Plumber's Address (Street. City, State, Zip Code) 1015 11th Ave. E. Ashland, WI 54806 County/Department Use Only Approved ❑ Disapproved Pennit Fee Date Issued uing A Siguan / ❑Owner Given Reason for Denial 1-/3/LS 2))� Conditions of Approval/Reasons for Disapproval RECEIVED DEC 022025 Bayfie!d Co. Planning and Zgnipn Attach to complete plans for the system and submit to the County only on paper not less than 8 112 x 11 inches in she SBD-6398 (R. 02/22) Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way Madison. WI 53705 November 26, 2025 CUST ID NO.: 221939 EDWARD REDINGER 101511THAVEE ASHLAND, WI 54806-3529 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/26/27 MUNICIPALITY: TOWN OF WASHBURN BAYFIELD COUNTY SITE: SIRRINE, ERIC 74785 ONDOSSAGON RD WASHBURN, WI 54891 FOR: Design ewater low Value: 750 Bedr ms:5 Li I 'n" • or(s): 13" \lam tenabce Required: Effluent Filter Phone:608-266-2112 D:$ Web: hero://dsos.wi.gov a Email: dsos(awisconsin.gov 1�a KK Tony Evers, Governor „.., Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-112502759-C Application No: DIS-1 12549507 Site ID No.: SIT -152823 Please refer to all identification numbers in each correspondence with the Department. Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES 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: • The site shall be properly prepared prior to plowing. Any grasses longer than 6" shall be cut short and removed. To avoid matting, any leaves or loose organic matter shall be raked up and removed. Cut trees and shrubs flush to the ground and leave stumps. Avoid operating equipment on the Mound site. If necessary, use only tracked equipment, during dry conditions, with minimal passes, to avoid compaction. • Components and soil removed from an existing drain field shall be properly disposed of so that there is no risk to public or environmental health. 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. • 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. JGr;VED DEC 022025 6ayfielo Co. Ptanninn and Zueing Agency • 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. 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. 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, Fee Required: $85.00 Fee Received: $85.00 .%U, a Rous.teij I Balance Due: $0.00 Joshua Rowley I Refund Ex ted: $0.00 Division of Industry Services Phone: Email: joshua.rowley@wisconsin.gov DCC 022025 Sayfield Co. Plaor:inq : r j ?pcing Agency RECEIvr-U f-) r r NOV 12023 Wisconsin De ent of Commerce SOIL'EV�Ki ORT Co. e 1 of Division of Safety Buildings pi g aannd Zlfl9 A9 In accordance with Comm 85, Ws. Mm. Code Cody BAYFIELD Attach complete site plan on paper not less than 8 112 x 11 Inches In size. Plan must Include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 30709 percentslope, scale ordimenslons, north arrow, and location and distanceto nearest road. Please print all Information. Reviewed by Date Personal Infonnatlon you provide may be used for secondary purposes (Privacy Law. a. 15.04 (1) (m)). Ai PropertyOwner Property Location )W • ERIC SIRRINE Govt. Lot NE 114 NE 1/4 S 10 T 48 N R 5 E (oW Property Owners Mailing Address Lot # Block # Subd. Name or CSI W 416N2NDAVEE cay State zrp c;oae rnone rvumoer City ®VIRage (JT'own Nearest Road WASHBURN r WI l 54891 l 1 218 1 216-6381 I tZ T A CrTT"T TnXT r ONDOSSAGON Q New Construction Usefl Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement 13 Public or commercial - Describe: Parent material LACUSTRINE Flood Plain elevation If applicable ft General comments HOLDING TANK OR MOUND and recommendations: SYSTEM ELEVATION AT 100.6 ON 98.7 CONTOUR DESIGN LOAD RATE a .4 GPD/SQ. FT. WOODED SITE TREES TO BE REMOVED STUMPS LEFT IN PLACE 1 Boring # 0 Boring pg Ground surface elev. 98.8 ft. Depth to limiting factor 14 in. Horizon Depth In. Dominant Color Munsell Redox Descxipllon Qu. Sz. Cont. Color . Texture Structure Gr. Sz. Sh. Consistence Boundary Roots • GP *Eff#1 `Eff#2 I 0-5 2.5YR3/2 CL 3MGR MVFR CW 3M .4 .6 2 5-14 2.5YR4/6 SICL 3MABK MFR CW 3C A .6 3 14-16 2.5YR5/6 FIF2.SYR 518 C 2CABK MFR CW 3C .2 .3 4 16-24 2.5YR5/6 C 2CABK MFI - 3M .2 .3 2 Boring # Li Boring 98.8 13 0 pit Ground surface elev. ft. Depth to limiting factor In. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots -_-. GPDIIF 'EIW1 'Efl#2 1 0-6 2•SYR3/2 CL 3MGR MVFR CW 3M .4 .6 2 6-13 2.5YR4/6 SICL 3MABK MFR CW 3C .4 .6 3 13-15 2.5YR5/6 FIF SYR S/8 C 2CABK MFR CW 3M .2 .3 4 15-23 2.5YR5/8 C 2CABK MFI - 2M .2 .3 - C-iuuent in = Boos > 30 ≤ ZZU mgt and TSS >3U ≤ 150 rng►L * Effluent #2 = BOD, ≤ 30 mg/L and TSS ≤ 30 mgl& CST Name (Please Prirtij sig CST Number BRUCE W BLAKEMAN L,vC4708148 Address Date Evaluation Conducted Telephone Number 64903 CHARLES JOHNSON ROAD ASHLAND, WI 54806 10/16/2023 715-209-2569 r•nr% a-1en.nn•rrv& D.J 4."</q - JA & j/- iO_.f)•2 t Property Owner SIRRINE Parcel ID # 3__j Baring # Boring 98.4 El pit Ground surface elev. ft. RECEIVED NOV 0.1 2023 Bay5eld Co. 30709 0 on g C 2 �. 3 Depth to limiting factor 13 in. Anil Annllrmtlnn Rata Horizon Depth In. Dominant Cots Munsell Redox Description Qu. Sz. Cant Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDfif? *Eff#1 *Eff#2 1 0-6 2.5YR3/2 CL 3MGR MVFR CW 3M .4 .6 2 6-13 2,SYR4/6 SICL 3MABK MFR CW 3C .4 .6 3 13-15 2.5YR5/6 FIF 5YR 5/8 C 2CABK MFR CW 3M .2 .3 4 15-23 2.5YR5/8 C 2CABK MFI - 2M .2 .3 Boring # Boring Pit Ground surface elev. It Depth to limiting factor in. iQA1i Awwli..e.iiww bw . Horizon Depth In. Dominant Coto Munsell Redox Description Qu. Sz Cont. Color Texture Structure Gr. Sz Sh. Consistence Boundary Roots GPDfIf *EB#1 *Ei 2 Baring # Boring Pit Ground surface eiev. ft. Depth to limiting factor In. SM AnnllralFnn Rata Horizon Depth In. Dominant Co!oi Munsell Redox Description Qu. Sz. Cant Color Texture Structure Gr. Sz Sh. Consistence Boundary Roots GPD/W *Efi#1 *Ef * Effluent #1 = BODO > 30 ≤ 220 mg/L and TSS >30 1 BO mgIL * Effluent #2 = BOD5 ≤ 30 mglL and TSS ≤ 30 mgfL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material In an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. sn"30reis (xouoo) 3i 3 • r Wt S b0 / ysI v R c /mot/ YD 1 Ckc$ SC Lc- A -t- ,v#. r /Bo, Ito hJS tL 4r' lit $ 6..i.z t -1 esr w - 7o VYW 2n/ �13cw�D �oPas4D Hoat4. 47 9 q8.a ,—_______7` yg. B3 9g,S 4s4 RECEIVED NOV 012023 Bayd A Zoning AQen oNDoss�4�aiv' Rb �nu.TN- PP.QR. Lr'✓L PAGE 1 OF 6 Mound Plan Index & Cover Shoot Component Mnnunl Design RReferences 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 Curve I POWTS for Review Soil Evaluation Resort & Site Mar) Project Name / Description • Bedroom mound with .4 loc, Owner Name(s): Eric Sirrine Phone: 218 -216 -6381 owner Address: 416 2nd Ave. E. Washburn, WI Zip Project Address: 74785 Ondossagon Rd. Washburn Govt. Lot: NE 1/4 of NE Township: Washburn Project Parcel ID #: 30709 54891 1/4, Section 10 , T 48 N -R 5 E ❑ or W ❑✓ County: Bayfield 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: Signature Zip: 54806 Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE I LC 022025 Date: 10/23/25 Onguial sgnalure required on each s Mnnted copy. r/ SUPERIOR N UMNNO MICNANICAL (715)278-3456 Customer Name: EttSUlnl1 Adress: 4162nd Ave, E Weshtwrn. WI SAJ9j Site: 78185 OndgwgcD8dW as ]Lffq Phone k: 218-216-6381 Email: CST* 221939 No Well on site Scale: I' • 40' PIN: 30709 40 Acres NE NE SI0 T48N RSW Town of Washburn 8avfie1d Co. AJ 9" 3/s' ;emu o'n 9f)' Cor kt.r a fy L.CA S2S // ,po/aoo AD0;wr k 4 N 2 2025 Lt -'v !j Co SINGLE -CELL MOUND DISPERSAL AREA 0.5" TO 2.5" WASHED AGGREGATE (min. 6.0' beneath distribution pipe - min.2.0' tffl over distribution pipe and covered with MIN. 6.0' OF TOPSOIL COVER approved synthetic fabric) Lmin. 1.0 ft ASTM C-33 SAND FILL mmn.oiTI11h1h1:jE1T1hhhhh1IIIIIIE. ft t----- o I" r— c —�i`— I Plowed Surface Surface Contour Elevation = 98.7 ft (Show force main, manifold, and flush valve locations on plan view.) 2 % Slope o- 1.917g. E= 2.03 System Elevafon = 100.8 Lateral Invert Elevation = 101.12 !!! - �l'[II WflJI PLAN VIEW (No Scale) 1-1/4 ' 0 Schdl 40 T PVC Lateral J = 9 ft 10 ft (typical) I vc a i 1 I — — — — — — — — — — — — — —-------------•---- — — — ap,�KpOowvaacn)0 — — w= 27.7 ft I ° B= 100 ft i 1= 11.25 ft r Bend as necessary to follow contour n DOWNSLOPE TOE L= 122.6 ft Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. Reset Pape 1 K 11.3 ft ibccS) m 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) I � � Ball Valve I (optional) / Lateral Spacing s= 2.5 Shield orifices for gravelless applications Lateral Length (P) = 49.2 ft Orifices equally spaced: [check a) OR b) below) a) J. along bottom of lateral Flush Valve b)JJ along top of lateral Assembly with every _ th hole (typical - see detail) facing down Last Orifice LATERAL INVERT ELEVATION = 101.12 (typical) (riser pipes optional) 2 0 Schell 40 PVC Manifold 2 0 Schell 40 PVC Force Main (slope to pump tank r for drain -beck) First Orifice (typical) Laterals to be level Schdl40 PVC Lateral 0 = 1-1/4 in (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 Cap (loose) + Finished Grade (mulched & seeded) 4'0 PVC Pipe Topsoil Cover at Top of pipe to terminate or above finished grade (min. 1 foot) n(4) 1 /4-1 Iz" X 6' Slots @d'0 apart o N Anchoring Device Infiltration Na Surface o rn Orifice Discharge Rate = .053 gpm Number of Laterals= 6 Lateral Discharge Rate = 13.46 gpm TOTAL DISCHARGE RATE = 81 GPM Orifice Diameter = 5/32 in (typical) First Orifice (typical) I-- X -�--END MANIFOLD (ypical) ❑ CONNECTION Check applicable box. Mangold First Orifice (riser pipe optional) (typical) > II-- X/2 X/2 --I — x ---1 m (typical)cat (ypical) a CENTER MANIFOLD m Manifold o (rserplpeoptional) CONNECTION O) PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) .t \nit Pan., n Z, rk chicei Inl.l mrnply weh. 1;' Mi,,v; 01 nIx SPS 316 nnl HFC 31M1 rcnl,Fnl,n1 raxx1 rw,01k , wealheTnrA rldnlxl rnnMx/w 4er11 M nncmvMy (Howl) Junction Box A,t (,a 1 An peovgd t n.*f'g MAMx)M IMPORTANT: wIm waminp I MIN ulwr)M INWr� l Anchor tank(s) AS IIMOSSaIlr--Corxlml pursuant to SPS 38,1.43(8x9) 4' Men. or TA n anwe II rsen,Fehed Flo,d r ,- am I x I ., I T/ ItYPICA F"OMd Grade CAPACITIES @ 25 gaVn Depth (in) Volume (gal) A 21.4 534 B 2.0 50 [C] 4.6 115 D 10 250 4 II • 4 4fl *T A T B cl 't Pump Tank Liquid Level = 40 in D Force Main Diameter = 2 in Force Main Length = 130 Force Main Void Volume = 21 gal —Ablight Seal 1 Ou ck Dncarv,edd 1BMm. (hJWraq Weep Apprmed bir,b wMh Hole Approved Plpe 3 n onto s^° ) DEC 0 2 2025 PUMP -OFF _on 4 ELEVATION = 91.83 ft :epode INSIDE BOTTOM Blpa ELEVATION = 91 ft 3- Approved Bedding Metorid Beneath Talk [C] Total Dose Volume (TDV) = 115 gal/dose L(5X total lateral void volume s TDV S O.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 80 gpm PUMP TANK: Volume = 950 gal Manufacturer. Wieser Concrete Pump Manufacturer. Goulds WE10H Pump Model: WEO12H - 230v (see eliatl,ed pomp curve.) Controls/Alarm Manufacturer. SJ Electro Controls/Alarm Model: PS Patrol Float switches containing mercury are prohibited. Vertical Head = 9.2 ft + Min. Supply Head =.5ft + FM Friction Loss = 15.74 + Fitting Loss' = 1 ft '(min. supply head x 0.3) = TOTAL DYNAMIC HEAD = _ 29.5 ft SEPTIC TANKIS): Total Volume = 1585 gal Manufacturer(s): Wieser Concrete Install approved effluent filter at the septic tank outlet immediatelyupstream of the pumpjapk inlet. Filter Manufacturer. Poly Lock Filter Model: 525 PAGE 6 OF 6 Mound Management Plan 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), Wise. Admin. Code, this system shall be considered a human health hazard If not maintained In accordance with this approved management plan. Furthermore. all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = 750 gpd; BOD5 5 220 mgL"; TSS 5150 mgL-'; FOG 530 mgL1 Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) o material fatigue (i.e., leaks, breaks, corrosion, etc.) o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution ! drop boxes) o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing o dosing irregularities (i.e., pump re -cycling, float switch settings, etc.) o 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) o surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under a. 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, Wise. Admin. Code. o Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12 months. o 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 & 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, 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 reconstructed within the originally approved area after removal of all failed components. System Abandonment el�ts.�ci `� If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. C 0 2 2025 831 :21 rIo Wastewater APPLICATIONS Specifically designed for the following uses: • Homes. Far ms, Trailer Courts. Motels, Schools. Hospitals, Industry, Effluent Systems SPECIFICATIONS Pump • Solids handling capabilities: PC maximum. • Discharge size: 2NPT. • 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 )S -1'k 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 35 30 O 25 a 20 z r 15 10 5i 0 PAGE 2 • SJTOW or STOW severe duty oil and water resistant power cords. • yt - 1 HP models have NEMA three prong grounding plugs. • 1'/: 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: Purnp 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 Fite 4LR38549 C us 0 5 10 15 20 25 CAPACITY i�e_dlrLU LAC 022025 (,',.i., I Co. _ _J°9AcB,cy __ ..,,. ,u0 GPM 30 35 m3/hr 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. • Enclosure meets Type 3R water -tight standards • Innovative design allows alarm to accept a 5square 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 (electncal duct seal not included) Options include various switch cord lengths, riser assembly adapter, dual alarm, and elapsed time meter PART # DESCRIPTION::"- t�{ PSP2 120V, no pump switch, with post 1022728 1019021 PSP2 120V, no pump switch, 20A breaker, with post 1022575 PSP2 120Y ETM, with post 1022577 PSP2 120%', DUO alarm, ETM, with post 1037095 PSP2 120V, Wisconsin, assembly kit (2.5 inch) 1067640 PSP2 120%'. Wisconsin, assembly kit (2.0 inch) 1018434 PSP2 120V, TAAB indoor alarm, with post 1011551 I Assembly Kit (riser extension coupling and washers) US Patent No. 9472,932 and D780,703 " WRPmJgCe0 2 i over oming Alarm i Power ( SJE RHOMBUS H F. Incoming Pump Power • P',mp Plug Pumo Float Plug PSP Cord Receptacle Kitt 33.02 [83,9 cm] — A H 6.5' (16.51an) SEALED BALL MATERIAL-HDPE POLYLOK PL- 525 - 625 CUTAWAY 4 (10.16 cm) BALL TRAVEL 5.7 114.7 cm) 20.71 [52.6 an] HOUSNG - ( FILTER CARTRIDGE I ThR!-POLYPRCFYLE>'E I MATERIAL - FILLED POLYPROPYLENE BALL PUSH ROD 7 ,/' ! FACTORY INSTALLED SECTION A -A V( MATERIAL • FILLED POLYPROPYLENE'tj] f+ 4" AND 6' FACTORY OPTIONAL BUSHING INTALLED PIPE OUTLET (FOR 4' THIN WALL PIPE MATERIAL • PVC PART NO. ) OR OPTIONAL FLOAT SWITOI (FOR 110 MM. PIPE) PART NO. 30142-EUR WLP15S5/950 15-31• TANK SPECIFICATIONS 81 1 a DIMENSIONS: _____ WALL: 3" -------------------- -fnY'-----------t BOTTOM: 5" i -4" CAST -A -SEAL :';„4" CAST -A -SEAL COVER: 6" MANHOLE: 24" I.D. PRECAST CONCRETE RISER o HEIGHT. 56" • i i LENGTH: 15'-3 3/8" WIDTH: 8'-5 3/8" I� I BELOW INLET: 38" T &.:i.) UOUID LEVEL: 38" o ri i __ ' WEIGHT: BOTTOM 15,977 LBS. -- m FILTER ORJ i II I COVER 9.300 LBS I$ BAFFLE II I ' INLET AND OUTLET: - m $ g 1 4" CAST -A -SEAL BOOT OR EQUAL GASKET f __-------------'''}-----------'��. INLET AND OUTLET BAFFLE AND FILTER: a u WISCONSIN, SEE DETAIL #10 IaJ $ (OTHER STATES SEE CHART) I,"� A TOP VIEW LIOUID CAPACITY: 41.67 GAL/IN (SEPTIC) 25.00 GAL/IN (PUMP) v ?4 to x LOADING DESIGN: 8'-0" UNSATURATED SOIL G qr C� 1 TANK CAN BE USED AS: a SEPTIC/SEPTIC, SEPTIC/PUMP, a" VENT T OR SEPTIC/SIPHON .p.of 2 COVER: MIX DESIGN #8 (NO FIBER) io TANK: MIX DESIGN #9 (SMALL FIBER) W f -- CUSTOMIZEDTAOM TANKS CONTACT WIESER CONCRETE u i I f KEY NOTES: ti::: U)• i,I u N' Q I Ot CONCRETE OR EZ-SNAP RISERS a I�'� '�OPTIONAL a 2" OUTLET 16" UP FROM O J D t__ ______ _�_1__�__, L�_�_____�_� I BOTTOM OF TANK JLL_ m REVIEWED BY N a C - REVIEW DATE U. C DRAWINGS SUBMITTED C SIDE VIEW FOR APPROVAL N j U APPROVED BY: SHEET NO. APPROVAL DATE: ) 7" NKS AR.E MAAIUFACTIJRED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS _ PRODUCTS NEEDED BY: or ) Private Sewage System Maintenance Agreement l Name a, Sri Awtv si r y(G o2',4.�. F rh q�l t As owner, I (we) do hereby certify the private sewage system will be Installed in accordance with the certified soft 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) M114 of 1l4 Section IC) N. Range W. Additional Legal Description: Town of if,bI) r % (Acreage) 'lO Gov't Lot Lot Block Subdivision Lot CSM # Vol. Page CSM Doc # DOCUMENT NUMBER 2025R'61001 1 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI RECORDED 1 1 / 17/2025 AT 12:25 PM RECORDING FEE: $30.00 PAGES: 1 Recording Area Return To: Planning and Zoning Department ❑ In -ground gravity ❑ In -ground dosed 0 In -ground pressure distribution Sewage System: Mound ❑ At -grade Sewage System 0 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 (113) of the volume occupied by sludge and scum. Pump Chamber (system types B, C, 0, 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 Disnersai 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 (3) years of the date of Installation and at least once every three (3) years thereafter to determine whether wastewater or effluent from the system Is ponding on the ground surface. Mounds. At -grade, and In -around Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewater distribution cell component Is Inspected as provided above. Owners) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfeld County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazard caused by the system. Bayfleld 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 ml! 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. ter(s) Names - Please Print Subscribed and sworn to before me on this date: Sr;#y� r r� l �i SQ�`��. • Nota zed — Signature(s) No ary Public ��//A� /► • '•' ' "'. My Commission Expires: Drafted by: E f r't 5i rr, n L Date: It t A I LS . ' "' • �f 1t.C ;`-" Proofed by: . • utTamLWeanitary/septicm fntenceagreament Revised July 2020 Bayfield County Register of Deeds Document #2025R-610011 Page 1 of 1 P '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: SIRRINE, ERIC M & BRITTANY S SS -00687 416 N 2ND AVE E WASHBURN, WI 54891 Transaction Number: SS -00687-3933D Description Amount Sanitary Revisions $25.00 Total: $25.00 Payment Amount: $25.00 Reference: 10559 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 12/3/2025 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-25-157SR STATE SANITARY PERMIT OWNER: ERIC M & BRITTANY S SIRRINE N E G OV'T LOT: LOT: BLK: NE1/4 NE1/4 SEC:10, T 48 N, R 5 W TOWNSHIP: Washburn SOIL TEST: 171-23 NEW SYSTEM SYSTEM TYPE: Mound > 24 in. of suitable soil PLUMBER: EDWARD REDINGER TRACY POOLER Authorized Issuing Officer DATE: 12/3/2025 CHAPTER 145.135(2) WISCONSIN STATUTES a. The purpose of the sanitary permit is to allow installation of the private sewage system described In the permit. b. The approval of the sanitary permit Is based on regulations in force on the date of approval. c. The sanitary permit is valid and may be renewed for specified period. d. Changed regulations will not impair the validity of a sanitary permit. e. Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. f. The sanitary permit Is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. PREVIOUS PERMIT #: 25-157S LICENSE: # 221939 Condition: THIS PERMIT EXPIRES 12/3/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION