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HomeMy WebLinkAbout25-157S' Industry Services Division county 4822 Madison Yards Way WI Bayfield Sanitary Permit Number (to be filled in by Co.) P S Madison, 53705 ..SS-oo6eb3 P.O. Box 7302 Madison, WI53707 c� 5— /5 7 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 PWTS-112502655-C is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide nsg be used for secondary purposes in accordance with the Privacy Law. s. 15.04(1 )(m). Stats. . t 74785 Ondossagon Rd. Washburn L Application Information — Please Print All Information Property Owner's Name NOV 11 7 2025 / Parcel # Eric Sirrine ENTERED 30709 Property Owner's Mailing Address 8ayfleld Co. Property Location 416 2nd Ave. E Planning a.idZDnngAgency Govt. Lot City. State Zip Code Phone Number Washburn, WI 54891 218-216-6381 NE v,.NE v, section 10 T48 N K5 E or W D. Type of Building (check all that apply) Lot # O1 or 2 Family Dwelling - Number drooms 4 Subdivision Name LPtiblic/Commercial - Describe Use Block # City of llage of ❑State Owned - Describe Use CSM Number RTIIwn of Washburn Ill. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on lice B. Complete line C if a Bnble.) A. ✓[New System I --t,, I Replacement System Lin ❑Other Modification to Existing System (explain) ❑Additional Pretreatment Unit (explain) B. Holding Tank -Ground Dkt-Grade �✓ Mound J Individual Site Design Other Type (explain) P (conventional) C. ❑ Renewal Before ❑ Revision JChange of Plumber ❑Transfer to New Owner List Previous Permit Number and Date Issued Expiration IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpdfsf) I Dispersal Area Required (sf) I Dispersal Area Proposed (sf) I System Elevation 600 .4 11500 11655 1100.6' Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units New Tanks Existing Tanks W C L L 2 E V v C, a _ N a U n c a Septic orxoiding Tank x I 1200 1 Wieser Concrete LJ✓ Dosing Chamber x 800 ______LCLJ V. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) I Plumber's Sienamre x Edward B. Redinger f4,.,..Jcc1 MPIMPRS Number 221939 I Business Phone Number I7152926670 Plumber's Address (Street, City, State, Zip Code) 1015 11th Ave. E. Ashland, WI 54806 ViCounty/Department Use Only Approved 0 Disapproved I Permit Fee I Date Issued L Is g A Si Be ❑ Owner Given Reason for Denial 50O - , 1q as Conditions of Approval/Reasons for Disapproval e1ed C .4(12(11 (0 complete plans for the system and submit to the County only on paper not Less than a is z Ii inches hi size SBD-6398 (R. 02122) Wisconsin Department of Safety and Professional Services _. Phone: 608-266-2112 Division of Industry Services e` D ; Web: http://dsos.wi.aov 482? Madison Yards Way = Email: dsps(dwisconsin.gov Madison, WI 53705 S P ?:. - Tony Evers, Governor �itntmp�." Dan Hereth, Secretary % November 10, 2025 CUST ID NO.: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/10/27 MUNICIPALITY: TOWN OF WASHBURN BAYFIELD COUNTY SITE: SIRRINE, ERIC 74785 ONDOSSAGON RD WASHBURN, WI 54891 FOR: Design Wastewater Flow Value: 600 Bedrooms: 4 Limiting Factor(s): 13" Maintenance Required: Effluent Filter Identification Numbers Plan Review No.: PWTS-112502655-C Application No.: DIS-102545531 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 N0V 1/2025 Bayfield Co. Planning and Zoning Agency SEE CORRESPONDENCE Mound Component Manual - Version 2.1 (May 2022-2027) • 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. • 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 & 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 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 9"hua R6iutey, Balance Due: $0.00 Joshua Rowley Refund Expected: $0.00 Division of Industry Services Phone: Email: joshua.rowley@wisconsin.gov RECEIVED NOV 17 2025 Bayfield Co. Planning and Zoning Agency RECEIVED NOV 012023 Wisconsin Department of Commerce SDIL EV PORT Bayfield Co. Page 1 of Division of Safety and Buildings platlrtsting and Zoning Agency g in accordance with Comm 85, Wis. Adm. Code County BAYFIELD Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 30709 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ii lie 13 Property Owner Property Location If::] ■ ERIC SIRRINE Govt. Lot NE 1/4 NE 1/4 S 10 T 48 N R 5 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 416 N 2ND AVE E City State Zip Code Phone Number City ® Village WTown Nearest Road WASHBURN i WI i 54891 1 f 218 1 216-6381 «T A C1TTT7T TT)AT I ONDOSSAGON El New Construction UseI Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ® Replacement © 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 _ .4 GPD/SQ. FT. WOODED SITE TREES TO BE REMOVED STUMPS LEFT IN PLACE 1 Boring # 13 Boring 19 Pit Ground surface elev. 98.8 ft. Depth to limiting factor 14 in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff *Eff#1 *Eff#2 1 0-5 2.5YR3/2 CL 3MGR MVFR CW 3M .4 .6 2 5-14 2.5YR4/6 SICL 3MABK MFR CW 3C .4 .6 3 14-16 2.SYR5/6 FIF2.SYR5/8 C 2CABK MFR CW 3C .2 .3 4 16-24 2.5YR5/6 C 2CABK MFI - 3M .2 .3 2 Boring #° ® Boring 98.8 13 El Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft? *Eff#1 *Eff#2 1 0-6 2.5YR3/2 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 5YR 5/8 C 2CABK MFR CW 3M .2 .3 4 15-23 2.5YR5/8 C 2CABK MFI - 2M .2 .3 * Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2= BOD5 5 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signal CST Number BRUCE W BLAKEMAN Ly c/L444.-Z 708148 Address Date Evaluation Conducted Telephone Number 64903 CHARLES JOHNSON ROAD ASHLAND, WI 54806 10/16/2023 715-209-2569 nnr� n��n mn•+rnn. t Property Owner SIRRINE Parcel ID # 3 Boring # Boring 98.4 El Pit Ground surface elev. ft. RECEIVED NOV 01'12023 Bayfield Co. 30709 fining and Zoning 2 of 3 13 Depth to limiting factor in. Snf Annliratinn Rata Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff *Eff#1 *Eff#2 1 0-6 2.5YR3/2 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 F 1 F 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. ft. Depth to limiting factor in. Soil Aonlicatinn Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff *Eff#1 *Eff#2 Boring # 0 Boring ® pit Ground surface elev. ft. Depth to limiting factor in. Soil ADDlication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff *Eff#1 *Eff#2 * Effluent #1 = BOD5 > 30 5 220 mg/L and TSS >30 < 150 mglL * Effluent #2= BOD5 30 mg/L and TSS < 30 mg/L 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. SBD-8330Test (807/00) . S'u'J€- J1 t4€ So 7WNR3l1/ 7awN k1 '08uR) , 4YcxLD ('2? y© S �ALc__ - A -"3r t- /V+ L j" x-80✓ c au, D ?3.4t5q,z kJoo)c 52-Tc Alo f.LL 47 r s flt t. yJ4— car #?27VW q.a 9x.5 B3 98 � q8.6 `Ig? I,� �Z�BBcv�4D V-A&�-3f? EIEE f1 RECEIVED NOV 012023 Bayfield Co. Planning and ZonEng Agen 7Y7S� �306' r e��dss �a►' Rb C24_4 gqa 19 Sct-u-/4- PRoR. L=,✓E- 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 REt3Ei0rED Pg 6 of 6 Management Plan NOV 17 Z025 Attachments: Enclosures: Planning E Pump Curve POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description 4 Bedroom mound with .4 Owner Name(s): Eric Sirrine Owner Address: 416 2nd Ave. E. Washburn, WI yrieid a., Phone: 218 -216 -6381 Zip: 54891 Project Address: 74785 Ondossagon Rd. Washburn Govt. Lot: NE 1/4 of NE 1/4, Section 10 J48 N -R 5 E ❑ or W ❑✓ Township: Washburn County: Bayfield Project Parcel ID #: 30709 Designer Information Designer Name: Edward B. Redinger Designer Address: 1015 11th Ave. E. Ashland, WI E-mail: ed@superiorpmw.com Conditionally 221939 License Number: APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES Phone:715 -292 -6670 Zip: 54806 Remarks: SEE CORRESPONDENCE Signature: Date: 10/23/25 Original signature required on each submitted copy. /1k SUPERIOR PLUMBING MECHANICAL (715) 278-3456 Customer Name: Eric Sirrine Adress: 416 2nd Ave. E Washburn, WI 54891 Site: 74785 Ondossaeon Rd. Washburn Phone #: 218-216-6381 Email: CST# 221939 No Well on site Scale: 1" = 40' PIN: 30709 40 Acres NE NE S10 T48N RSW Town of Washburn Bayfield Co. A 13.M. -iGD' (S4'I •s, y" rs. i - ;rte laas 'x aS 2I i' ur d on 9' CarInt•r 4 N RECEIVED NOV 17 2025 Bayfield Co. Planning and Zoning Agency Po ly L.Ck sas ( l,lee Lr SINGLE -CELL MOUND DISPERSAL AREA W= 25.6 ft 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) I ASTM C-33 SAND FILL min. T.5 ft T Plowed Surface min. 1.0 h - r I Surface Contour Elevation = 98.7 ft (Show force main, manifold, and flush valve locations on plan view.) I E 2j 2 % Slope N0V 172025 D= 1.916 ft E= 2.03 ft System Elevation = 100.6 ft Lateral Invert Elevation = 101.12 ft rw1OG._� ' • • PLAN VIEW (No Scale) dfC :: 1-1/4 "OSchdl40 "f, ' "-'�ny PVC Lateral J = 9 ft 10 ft (typical) 1 (typical) -------- — observation ' L --------------------------------------------------- B= 100 ---- 1= 10.5 it K= Bend as necessary to follow contour DOWNSLOPE TOE L= 122.5 ft Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. Rabat Rana 11.2 ft (typical) 1 C W O r) DISTRIBUTION NETWORK SPECIFICATIONS (No Scale) Lfr1Vj FLUSH VALVE DETAIL NOV 172025 (No Scale) Orifice in — Valve Box Plannln Sayriald Co, Lateral Spacing Center of Threaded Cap N (insulation optional) v and 2cningA& 3 ft for Head Testing (optional) I \ N Shield orifices for gravelless applications Ball Valve ) (optional) \ p (ty� q I Lateral Length (P) = 49.2 ft Orifices equally spaced: [check a) OR b) below] " — a) along bottom of lateral Flush Valve b) along top of lateral Assembly with every th hole (typical - see detail) lacing down Oriffl LATERAL INVERT ELEVATION = 101.12 (typical) (riser pipes optional) 2 "O Schd140 PVC Manifold 2 "0 Schdl 40 PVC Force Main (slope to pump tank for drain-back) `�-First Orifice (typical) Laterals to be level —Schdl 40 PVC Lateral 0 = 1-1/4 in (typical) Number of Orifices per Lateral = 25 Orifices equally spaced along bottom of lateral Last Orifice Spacing (X) = 24 In (typical) (typical) OBSERVATION PIPE DETAIL (No Scale) Screw-Type Slip Cap p (loose) W W "' -�'- Finished Grade (mulched & seeded) 4O PVC Pipe ,- Topsoil Cover Top of pipe to terminate (min. 1 foot) at or above finished grade (4) 1/4"-112" X 6" Slots @ 9) apart Anchoring Device infiltration Surface Orifice Diameter = 5/32 in Orifice Discharge Rate = .053 gpm Number of Laterals = 4 Lateral Discharge Rate = 13.46 gpm TOTAL DISCHARGE RATE = 53.8 GPM (typical) First Orifice (typical) I-- x --I END MANIFOLD (apical) IIICONNECTION Check applicable box. Manifold First Orifice (riser pipe optional) D (typical) n I-- xx/2--� - x (typical) (lyplcal) Manifold CENTER MANIFOLD n (riser pipe optional) CONNECTION O) PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 40 Vent Pipe >10 fl from Building Electrical must comply with 12Min. or 2.0 It above SPS 316 and NEC 300 Established Flood Elevation Weatherproof Extend manhole riser as necessary. (typical) Junction Box Approved p Approved Locking Manhole Vent Cap IMPORTANT: with Warning Label Attached (typical) Anchor lank(s) as necessary l pursuant to SPS 383.4 8--Condul )t9) r Established Flood Elevation Airtight Seal Finished Grade CAPACITIES @ 22.24 gal.in Depth (in) Volume (gal) A 20.2 449 B 2.0 44.4 [C] 4 89 D 10 222 *T IA 4 B I )c) *Pump Tank Liquid Level = 36 in ID Force Main Diameter = 2 In - Quick Disconnect 18Min. RCCEIyED • (typical) N0V 17 2025 Bayfield Co. Weep Approved Joints with Planning and Zoning Agency Hole Approved Pipe 3 ft onto Solid Ground (typical) Im _oft Block Force Main Length = 130 ft Y Approved Bedding Material Beneath Tank Force Main Void Volume = 21 gal [Cl Total Dose Volume (TDV) = 89 gal/dose L(5X total lateral void volume < TDV < 0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 54 gpm PUMP TANK Volume = 800 gal Manufacturer: Wieser Concrete Pump Manufacturer: Goulds Pump Model: 1"'Enc12HH ,ter,.. WE07H (See attached pump curve.) Controls/Alarm Manufacturer: SJ Electra Controls/Alarm Model: PS Patrol Float switches containing mercury are prohibited. PUMP -OFF ELEVATION= 91.83 ft INSIDE BOTTOM ELEVATION = 91 ft Vertical Head = 9.2 + Min. Supply Head = 3.5 ft + FM Friction Loss = 7.4 ft + Fitting Loss' = 1ft (min. supply head x 0.3) = TOTAL DYNAMIC HEAD= 21 ft SEPTIC TANK(S): Total Volume = 1200 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 = 600 gpd; BOD5 5 220 mgL''; TSS S 150 mgL''; FOGS 30 mgL-' Inspection Checklist INSPECT EVERY 3 YEARS :RE.CEIi'Eo type of use age of system N0V 17 2025 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.) Planning ano _,oy 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 (113) 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 & Mech. Inc. Phone: 715-292-6670 Local government unit: Bayfield Co Zoning Phone: 715-372-6138 Local government unit address: 117 5ht 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 kJdiLL Wastewater APPLICATIONS Specifically designed for the following uses: • Homes, Farms, Trailer Courts, Motels, Schools. Hospitals, Industry, Effluent Systems SPECIFICATIONS Pump • Solids handling capabilities: Y." 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 - 1112 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 401- ltn 35 30 D 25 2 20 O 15 F 10 5 0 120 110 100 90 80 70 60 50 40 30 20 10 • SJTOW or STOW severe duty oil and water resistant power cords. • % - 1 HP models have NEMA three prong grounding plugs. • 1½ 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. rECEIVED AGENCY LISTINGS SA Tested to UL 778 and CSA 22.2108 Standards NOV 17 2025 By Canadian Standards Association File NLR38549 Bayfield Co. Planning and Zoning Agency _S: WE SOLIDS 3500 & 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM 0 5 10 15 20 25 30 35 m3/hr CAPACITY 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 ZECGW% Innovative design allows alarm to accept a 5" square plastic post or 4' pipe/conduit for mounting NOV 17 Z025 Automatic alarm reset and green power on indicator sayreld co. Flush mount horn silence/alarm test switch ° Planning and Zoning Agency U.S Patent No. 9472,932 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 i'20'V,, no pump switch, with post 1019021 PSP2 120V, no pump switch, 20A breaker, with post 1022575 PSP2 120V, ETM, with post 1022577 PSP2 120V, DUO alarm, ETM, with post 1037095 PSP2 120V, 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) C SJE RHOMBUS and D780:703 Q12 �)emovable Cover Incoming Alarm Power Incoming Pump Power Pump Plug Pump Float Plug PSP Cord Receptacle Optional Assembly Kit I A 'a' 6.5' (16.51cm) SEALED BALL MATERIAL - HDPE t f 4"(10.1 riiir�iriiaimiiiiaiv/S//ia/iiai///%//%//////7/O////////////////////%////////// a=. icrurui/����.i�:f�I'dN _. _...---' POLYLOK PL- 525 - 625 CUTAWAY BALL PUSH ROD SECTION A -A FACTORY INSTALLED 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 FZE EjvEI3 NOV 17 2026 " O Bayfield Co. Planning and ?onint; WLP1200/800-MR TANK SPECIFICATIONS 164" I 4" CAST -A -SEAL IIII I _ II ' 024" 1 / \ III ot TV II FILTER OR IHi I I Ii BAFFLE III'IIII Ir ----- _ _ TOP VIEW C INLET - II "' 'ir I•°I DIMENSIONS: WALU 3" BOTTOM: 3" COVER: 6" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 53" O.D. LENGTH: 164" O.D. WIDTH: 96' O.D. 4" CAST -A -SEAL BELOW INLET: 41" O.D. LIQUID LEVEL• 36" WEIGHT: BOTTOM 12,000 LBS. COVER 8,170 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: 33.46 GAL/IN (SEPTIC) 22.24 GAL/IN (PUMP) LOADING DESIGN: 8' 0" UNSATURATED SOIL NOV 172025 4" VENT -- OUTLET I rn _J: PUMP PAD SIDE VIEW TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP OR SEPTIC/SIPHON COVER: MIX DESIGN //8 (NO FIBER) TANK: MIX DESIGN #9 (SMALL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: J Q z Z a U F W U) 0F Description of Operation 2 N \WARNINGQ The DoubleMaxTM pump switch provides maximum accuracy when pumping water or sewage. The DoubleMaxTM includes two mechanical floats that are combined with a relay. On liquid rise, when both floats are up, the relay will activate and pump down to the lower float (reverse order for pump up applications). Features 2" - 60" Pumping Range Flexible SJOOW (UL, CSA), water resistant, rubber (CPE) cable 15 Full Load Amps High Impact PVC Housing Operating Temperature 0-140 F Float Housing 3.25" D x 4.55" L Installation NOV 17 2025 1. Determine the pumping range (Fig. 1 and Fig. 2). 2. Tighten the Relay Box on the discharge pipe at desired location, see Figure 1 for levels. Bayliald co. Agency 3. Tether the bottom float at 3", tighten the clamp on the discharge pipe. Planning and zoning 4. Secure excess cable from float operation. 5. Plug the piggy back into the receptacle, then plug the pump into the back of the piggy back. For bare lead models, see Figures 3, 4 and 5 for wiring diagrams. 6. Cycle system to ensure proper operation. Pump Down Model - Pump Activates on Upper Float Pump Up Model-- Pump Activates on -Lower -Float (Fig. 2) Pump Up (STOP) PUMP RANGE 2 t 60" (START) Note: To achieve minimum pump range the bottom float must be Note: To achieve minimum pump range the bottom float must be mounted as high as possible and damped on the back side of mounted as high as possible and clamped on the back side of pipe (Fig. 2) rather than ¶ront side' as shown (Fig. 1). pipe as shown above (Fig. 2). Wiring (Fig. 3)- Hard Wire Installation with Bare Leads (Fig. 4) - Bare Leads by Removing Piggy Back Plug (Fig. 5) - Factory Ordered with Bare Leads or Piggy Back Plug Removed (DoubleMaxm must be 230VAC model) G N L1 WIRE LSING G L2 L1 WIRE USING *DWMW G L2 L7 WIRE USING PONJUNCTION BOX �y�so R JIRlCTION BOX PUNERSWRCE JUNCTION BOX IACK I SLICK I K V"IZ — VMTcIREO - VAfRED G REo—, G I REDS G RED PUAff PUAP PUaP G T2 T1 G T2 T1 G T2 Tt Alderon Industries • PO Box 827 Smile BIN 56549 • P: 218-483-3034 • E 218-483-3036 • alderonlnt.som Page 1 of 2 Wide-angle pump switches directly control pumps up to 3 HP at 250 VAC. Each switch features an adjustable pumping range. Pump Switch Type of Pump Max Pump Max Pump Pumping Activation Control Run Current Start Current Range n SJE PumpMaster' WPS Mechanically 1/2 HP, 120V 13A, 120V 85A, 120V 7-36 in Activated 1 HP, 230V 13A, 230V 85A, 230V (18 - 91 cm) ■ SJE PumpMaster' Mechanically 1/2 HP, 120V 13A, 120V 85A, 120V 7-36 in Activated 1 HP, 230V 134, 230V 854, 230V (18 - 91 cm) S Mechanically 3/4 HP, 120V ,}gyp 2 854, 120V 7-36 in SJE PumpMaster' Plus NUy / LU1,J Activated 2 HR 230V 15A, 230V 854, 230V (18 - 91 cm) SJE PumpMaster'SPDT Mechanically 1/2 HP, 120V 13A 120V 85A, 120V 7- 36 in isms{le Pole, Double Throw) Activated 1 HR 230V 13A 230V 854, 230V (18 - 91 cm) Mechanically 15 FLA, 90LRA 15A, 120V 90A, 120V 3 - 48 in Double Float Master Activated 120 or 240V 15A 240V 904, 240V (7.6 -122 cm) MUST use if dose < 7" unless using VerticalMaster below Mechanically 11/2 HP, 125V 20A, 125V 120A, 125V 9-24 in SJE AmpMaster' Activated 3 HP, 250V 204, 250V 1204, 250V (23-61 cm) SJE VerticalMaster' Mechanically 1/2 HP, 120V 13A, 120V 60A, 120V .75 - 6.5 in „ „ �.,n.:�A,,I=.+Imo Activated 1 HR 230V 12A, 230V 604: 230V (2 -17 cm) Mechanically Use pump 10A, 12VDC 100A, 12VOC 8. 36 in SJE MicroMaster'AC/DC run and 10A, 12VDC 60A, 125V Activated (20 - 91 cm) start current SA, 250VAC 604, 250V Use pump Mechanically 13A, 125V 78A, 125V 8 - 36 in SJE MicroMaster' Plus WS run and Activated 124, 250V 724, 250V (20 - 91 cm) start current ' Junior Super "gaper Single' Double Float' by Activ ,ted ' _. r 1 -HR- 20V 15A. '120V ? HP- 730'V 22\- 23OV Mechanically Use pump 13A, 125V 78A, 125V I 8-36 in SJE HiTempMaster'" run and Activated 124, 250V 72A, 250V I (20 - 91 cm) start current California Prop 65 requires the following: LLWARNING Cancer and Reproductive Harm - www.P65Warnings.ca.gov 888-DIAL-SJE (888-342-5753) ` customer.service@sjeinc.com www.sjerhombus.com SJE RHOMBUS 9S Rights ghsG v/2o J RHOMBUS SJE, Inc. d f SJE, JE ion Iradomark of SJE, IncI^. Private Sewage System Maintenance Agreement a- I'i AS owner, i (we) 00 nereoy canny the pnvate sewage system will De 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) N1/4 ofAlE1/4 Section Township _____N. Range _____w Additional Legal Description: Town of _J_a3kbutry� (Acreage) go Gov't Lot Lot Block Subdivision Lot CSM # Vol. Page _ CSM Doc # Return To: DOCUMENT NUMBER 2025R-61001 1 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 11/17/2025 AT 12:25 PM RECORDING FEE: $30.00 PAGES:1 Area RECEIVED Planning and Zoning Dip(Nm1rlt, ZO2b Bayfield Co. ❑ 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. 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, Ws. Admin. Code. Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWIS 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-arade. and In-oround Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewater distribution cell component is inspected as provided above. Owner(s) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield 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. 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 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 S%rr;r.C_ Subscribed and swom to before me on this date: r&�ic— rDri {�a.% 6i r r-i w� �y UCi2' k /2/ 2 C Nora ed O s — Signatures) No dory Pu�bblii.(X GL � /� r ivr,L • My Commission Expires: Drafted by: �' %yr� 5i rnn t Date: 1 t I i ZS - — Proofed by: u/forms/sanitary/septicmaintenceagreement Revised July 2020 P YFIELD 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 SS -00683 416 N 2ND AVE E WASHBURN, WI 54891 Transaction Number: SS -00683-38B81 Description Amount State Approved Plans (Mounds, Systems Requiring $500.00 Pre -Treatment, etc.) Total: $500.00 Payment Amount: $500.00 Reference: 10552 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 11/19/2025 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-25-157S STATE SANITARY PERMIT OWNER: ERIC M & BRITTANY S SIRRINE GOVT LOT: LOT: BLK: NE1/4 NE1/4 SEC: 10,T48 N, R5W TOWNSHIP: Washburn SOIL TEST: 171-23 NEW SYSTEM SYSTEM TYPE: Mound > 24 in. of suitable soil PLUMBER: EDWARD REDINGER TRACY POOLER DATE: 11119/2025 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 #: LICENSE: # 221939 Condition: THIS PERMIT EXPIRES 11 /19/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION