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HomeMy WebLinkAbout25-132SRequest for Sanitary Inspection (24 Hrs. in Advance) Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114 If you do not have a fax and must email the inspection; you must email all staff members. Note Time Change fl Discrepancy fl Other Phone Number 715-413-0122 Plumber: Superior Plumbing & Mech. Inc Fax Number Homeowner: C rr C Ko., r� Email Address ed©supenorpmw corn Sanitary Permit #: S Immediate Phone Number So Zoning Dept can call you right back (1f needed) o2J-0 , Plumber's Choice Zoning Dept No Inspection(s) during this time Date: 9 � Tuesday (9:30 am - 12:15 (Tracy) pm) Plumber's Choice Zoning Dept Time: Township: tft 1° c,_J Address # & Road Name: 3iSO tJk, iA y 4 e /c/ or j Directions To Site: Comments: ** Plumbers you must verify any change(s) by fax or email "* Notes from u/fortns/sanitary/requestloiinspect on Zonng Dept (O4/12/04). 0 June 2023 ERIC T & BAILEY A KAIRA 32150 WHITING RD BAYFIELD WI 54814 Onsite Wastewater Treatment is ( POWTS),Inspection Report (Attach to Permit) In G� ne.....,ic1 :..A.....eq..., ........m.Ade mcv he iced fir cecnnderynmmneec r Privnev T.nw s_ 15114 r11rm11 Permit Holder's Name: LI City 9Village 9 Town of, CST SM Elev: Insp BM Elev: BM Description: TI n.c 41st,, w). nat \- - Tank Information TYPE MANUFACTURER CAPACITY Prop. Line Well Building Air Intake Road Se tic o U Q N/A Dosing N/A Aeration N/A Holding setback to: I &MICL Sanitary State No: Pump / Siphon Information p Manufacturer Pump Model Demand GPM er Manufacturer i0\ i- taS Filter Model TOH Lift Friction Lost Heads. Total Fomemain Length, Di 1, Dist To WWjll- Dispersal Cell Information Type of Cell qpcK4 ?le -e Pretreatment Unit Manufacturer: Model Number: Elevation Data STATION I BS HI FS ELEV Benchmark /(7O. Q5 /GYJ r Bldg. Sewer, C ss Tank Inlet / Tank Outlet Dose Tank Inlet Dose Tank Bottorp Inst. Contour iInfiltrative • ' vp of qo 1.4 Q' Header/ Man fold Distribution Pipe I Surface 1a .S lt7 ,b16 S stribution System X Pressure Systems Only Header/ Manifold Length Die Distribution Pipe(s) + , Length 4j! DieSpec,aa X yo`Ia Size ��N X Hole qq 11 Spacing Ob ervation Pipes 'es 0 No 9oi1 Cover Depth Over Cell Center Depth Over Cell Edoes Depth of Topsoil Seeded / Sodded ❑ Yes ❑ No Mulched ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) CAa $oM Wetst r £c ud51 k,,o,•F. Nr khK P ab y 1a 2 eon► {nM�'","'bl lwt4 Lu Il LL Htt0(� 1 t tnsi-all-e d1 yWyin1�13I wAalL1 tt Ian revision rea d? 0 Yes 1] No Iaq ^ �u� ae other side for additional information. of Date PO Inspectors Signature License Number 3en_s71n (P ngr911 Property Owner BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Bayfield County Courthouse Fax: (715) 373-0114 Post Office Box 58 e-mail: zoning@bayfieldcounty.org 117 East Fifth Street Web Site: www.bavfieldcountv.org/147 Washburn, WI 54891 Information ERIC T & BAILEY A KAIRA 32150 WHITING RD BAYFIELD WI 54814 As you know was contracted by you to install a private onsite wastewater treatment system on your property (Tax ID# above). To know when your system will be due for servicing please go to www.septicsearch.com Notes: Abandonment of Old System to meet all applicable code requirements: Tank was pumped by: y on U at AM/PM Tank was crushed / removed and pipes disconnected by: On at (AM! PM) the above -mentioned plumber contacted our office to conyIct a pre -cover inspection as required under DSPS 383. One of the following applies: System was inspected and appears to meet all applicable code requirements. flSystem was inspected and appears to meet all applicable code requirements; however, a plan revision is necessary because the installation was substantially different than the original approval. System could not be inspected because plumber covered prior to scheduled time of inspection. ❑ System could not be inspected because plumber was not ready at scheduled time of inspection. County was unable to return to complete inspection. System could not be inspected because plumber was not ready at scheduled time of inspection. A re -inspection and $50 fee are required. System could not be inspected because County could not respond to plumber's time constraints. U/forms/sanilaryprapertyowner-input April2019 Department of Safety c°u �:;Vg� C" Pa �i & Professional Services, Industry Services Division Sanitary ennit Number (to be filled in by Co.) 0,,5- s Ss-ao 6 s� i anita ermit Application tat Trancartinn Number W-�--s - OS2- -G 0 iY e In accordance with SPS tt.,)`'ode tiubmissian of this farm to the appropriate brave �....- is required prior to obtaining a s ttthary pernm: �e. Application fortis for state-owned POWTS arc so itted Project Addiea different titan mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secon ary purposes in accordance with the Privacy Law, s. 1S.04(l)(m), Stats. 1. Application Information — Please Print All Information Property Owner's Name Parcel # £:-;, i- e KQI r 44?6 Property Owner's Mailing Addre ; 3/≤2) A.RJ. Property Location .� caul. Lot Cit , State J Ziprode Phone Number 1� �" l /VIJ 'l., s cr '/., Section TC) N R 9 E o H. Tyiie of Building check all that apply) Lot # fa I or 2 Family Dwelling —Number of Bedrooms 3 Subdivision Name O Public/Commercial — Describe Use Block # O City of ❑ State Owned — Describe Use O Village of CSM Number IXTownof ,. a e...j III. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one bob on line B4gm l to 1toe C if applicable.) A. ❑ New System y [ Replacement System ❑ Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B. D Holding Tank ❑ In -Ground ❑ At -Grade Mound 0 Individual Site Design ❑ Other Type (explain) (conventional) C, U. Before ❑ Revision ❑ Change 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(gpd/st) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units � o � V New Tanks Existing Tanks c w Septic or Holding Tank rotes I W` 'e i, A rG Dosing Chamber V. Responsibility Statement- 1, the undersigned, assume responsibility for Installation of the POWTS shown onthe attached plkins. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number LLj&,c1 eJd-ff/ Plumber's Address (Street, City, State, ip Code) ici inA1 AA/ �i/ ≤3'a V County/Department Use Only ^ Approved O Disapproved $Permit Fee Date Issued Issuing A t Si lure q O Owner Given Reason forDenial S� Conditions of Approval/Reasons for Disapproval Attach to complete plans for the system and submit to the County only on paper not less than 8 to x ii Inches In size SBD-6398 (R. 03/22) Wjsconsin.Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way Madison, WI 53705 August 27, 2025 CUST ID NO.: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/27/2027 MUNICIPALITY: TOWN OF BAYVIEW BAYFIELD COUNTY SITE: KAIRA, ERIC 32150 WHITING RD BAYFIELD, WI 54814 FOR: Design Wastewater Flow Value: 450 Bedrooms: 3 Limiting Factor(s): 21 inches Maintenance Required: Effluent Filter ,�pARrnr•,tir RECEi V ED Phone: 608-266-2112 Web: httn://dsps.wi.gov O,$ SEP 15 2025 Email: dsps@awisconsin.gov p Bavd Co. fief Tony Evers, Governor / Planning and 2o;Agent' Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-082501947-C Application No.: DIS-082534342 Site ID No.: SIT -149494 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: • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for POWTS (Version 2.1 ), (May 2022-2027)". • The pressure network is to be constructed in accordance with publications "Pressure Distribution Component Manual for POWTS (Version 2.1); (May 2022-2027)" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81)". • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Prior to the construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a '/4 -inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state -approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (1 1)(c) • Well setbacks to meet chs. NR 811 & 812 RECEIVED • "yank Installation to follow all manufacturer's requirements. SEP 152025 • Verify property line(s) prior to installation. • Pump Floats to be set and verified per the approved plan. sayf li Co. Planning and Z.org Agency • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper 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. • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • Any tall 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. • Abandon Existing System per SPS 383.33 • Provide surface water diversion around the treatment tanks and mound dispersal component. a If the force main is to be installed in the downslope area, the trench for the force main may not be wider than 12 inches per the Component Manual. 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 stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe bt ilding, 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 Timothy Zoromski Division of Industry Services Phone: Email: timothy.zoromski c@wisconsin.gov 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 SEP 152025 Pg 4 of 6 Distribution Network Specificatioi aay,)e Co. nning and honing Agency Pg 5 of 6 Pump Tank Specifications Pg 6 of 6 Management Plan Attachment: Pump Curve Enclosures: POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description 3 Bedroom mound with .7 loading Owner Name(s): Eric & Bailey Kaira Phone: 952 -457 -8381 Owner Address: 32150 Whiting Rd. Bayfield, WI Zip: 54814 Project Address: Govt. Lot: NW [j, /4 of SW 1/4, Section 32 , T 50 N -R 4 E ❑ or w1 Township: Bayview Project Parcel ID #: 6676 county: Bayfield Designer Information Designer Name: Edward B. Redinger Phone: 715 _292 _6670 Designer Address: 1015 11th Ave. E. Ashland, WI Zip: 54806 E-mail: ed a@superiorpmw.com License Number: 221939 Remarks: Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES t' SEE CORRESPONDENCE Signature: Date: 8/11/25 Original signature required on each submitted copy. Customer Name: Eric & Bailey Kaira Adress: 32150 Whiting Rd. N Bavfleld, WI 54814 ' SUPERIOR PLUMBING MECHANICAL (715) 278-3456 CST# 221939 Scale: 1' =SS' tc PIN: 6676 4 Acres NW SW 532 T50N R4W Town of Bayview Bayfield Co. Phone#: 952-457-8381 Email: SEP 15 2025 hoyte'd C' C_7rvp L_fr-L. ('/kb 3 a � ••Sal.. `f 25 �cC rr�r.� ri n •tl the force main is to he installed in the ope area, the hench lot force main may not be widero, thenthan 12 inches per the Component Manual. J� SINGLE -CELL MOUND DISPERSAL AREA 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) = ASTM C-33 SAND FILL W= 22.5 ft Plowed Surface --� jjJ1jjjJ MIN. 6.0" OF TOPSOIL COVER min. 1.0 ft min. 0.5 ft T EII I~--- A = 4.5 ft Surface Contour Elevation = 97 ft (Show force main, manifold, and flush valve locations on plan view.) 9 % Slope —... D= 1.25 ft E= 1.65 ft System Elevation = 98.25 ft " Lateral Invert Elevation = 9$.75 ft CROSS SECTION VIEW (No Scale) PLAN VIEVIa (No Scale) 1-114 "0 Schdl 40 PVC Lateral j _ __ 6 ft __ 10 ft (typical) I (typical) > I o --- Observation ----'--- I L------------------------------ ._itYicat)- -----------------------------------------J B= 100 ft I I= 12 K= ft ._...�, ft (typical) Bend as necessary to follow contour DOWNSLOPE TOE / M 0 c� M 1" L= 119.3 ft I Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. PACat Pane G) m W O C) DISTRIBUTION NETWORK SPECIFICATIONS (No Scale) FLUSH VALVE DETAIL (No Scale) Orifice in Valve Box Center of Threaded Cap for Head Testing r (insulation optional) (optional) \ \ I I \ Ball Valve I (optional) / . Lateral Spacing s= 2.2 ft Shield orifices for gravelless applications It� II 11 ( r�Lateral Length (P) = 49.2 ft Orifices equally spaced: (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 LATERAL INVERT ELEVATION = 98.75 ft (typical) 2 "0 Schdl40 PVC Force Main (slope to pump tanlg (riser pipes for drain -back) optional) 2 "O Schdl40 PVC Mangold Laterals to be level First Orifice (typical) to i3 40 PVC Lateral 0 = 1-1/4 in (typical) Number of Orifices per Lateral = 25 Orifices equally spaced along bottom of lateral Last aice —'Oriftce Spacing (X) = 24 in (typical) (typical) �rifice Diameter = 5/32 (typical) OBSERVATION PIPE DETAIL (No Scale) Finished Grade Screw -Type or :�,r:— Slip Cap (loose) W ulched & seeded) 40 PVC Pipe ;Topsoil Cover Top of pipe to terminate "(min. 1 foot) at or above finished grade (4) 114"-112" X 6" Slots @ 9b apart Anchoring Device •Infiltration Surface Check applicable Orifice Discharge Rate = .053 gpm Number of Laterals = 4 Lateral Discharge Rate = 13.46 gpm TOTAL DISCHARGE RATE = 53.8 GPM . in First Orifice (typical) END MANIFOLD (typical) ❑ CONNECTION box. Manifold (riser pipe optional) First Orifice (typical) xX/2 X12 --I I (typical) (typical) Manifold CENTER MANIFOLD (riser pipe optional) CONNECTION D C) a O m O) PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 2ECEIVED 4"0 Vent Pipe >10 ft from SEP 15 2025 Building Electrical must comply with 12 Min, or 2.0 ft above SPS 316 and NEC 300 Extend manhole riser as necessary. Established Flood Elevation Weatherproof Bayfie;d Co. (typical) Approved I Junction Box PlvnnngZoning Agency Vent Cap Approved Locking Manhole IMPORTANT! with Warning Label Attached (typical) Anchor tank(s) as necessary Conduit pursuant to SPS 383.43(8)(g) II 4" Min. or 2.0 (1 above /— Established Food Elevation T / (typical) Airtight Seal Finished Grade CAPACITIES @ 16.76 galrn Depth (in) Volume (gal) A 1..919.4 325.141 B 2.0 33.52 [C] 4.6 78 D 10 167 Quick Disconnect v 18" Min. ` (typical) A B * Pump Tank Liquid Level = 36 in ; Force Main Diameter = 2 in Weep Approved Joints with Hole Approved Pipe 3 ft onto Solid Ground (typical) '� Alarm b_ on PUMP -OFF Pump �wOff 14"] ELEVATION = 92.8 ft concrete 1 INSIDE BOTTOM Block ELEVATION = 92 ft Force Main Length = 90 ft 3" Approved Bedding Material Beneath Tank Force Main Void Volume = 14.6 gal [C] Total Dose Volume (TDV) = 78 gal/dose 1(5X total lateral void volume < TDV < 0.2X de ' n design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 54 gpm PUMP TANK: Volume = 600 gal Manufacturer: Wieser Concrete Pump Manufacturer: Goulds WEO5H series Pump Model: (See attached pump curve.) Controls/Alarm Manufacturer: SJ Electro Controls/Alarm Model: PS Patrol Float switches containing mercury are prohibited. _J Vertical Head = 5.9 ft + Min. Supply Head = 3.5 ft + FM Friction Loss = 5.1 + Fitting Loss* = 1 ft *(min. supply head x 0.3) = TOTAL DYNAMIC HEAD = 15.5 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 RECR 6aF6 Mound Management Plan IMPORTANT: SEP 15 2025 Bayfie;d Co. Planning and Zoning Agency 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 = 450 gpd; BOD5 S 220 mgL'1; TSS S 150 mgL''; FOGS 30 mgL'1 Inspection Checklist INSPECT EVERY 3 YEARS r.� type of use age of system o 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) 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.) electrical components (i.e., wiring, connections, switches, controls, timers, alarms, etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification) surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis. Stats. when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code. o Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12 months. <, 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. 33.02 :83.9 cm] --A 4" (10.16 cm) BALL TRAVEL 5.78 ::14.7 cm_ 20.71 :52.6cmI - HOUSING -- FILTER CARTRIDGE MATERIAL -POLYPROPYLENE MATERIAL - FILLED POLYPROPYLENE C _q_,_J \ I1 cl amlmu�a j 4{-/� — BALL PUSH ROD SECTION A -A I FACTORY INSTALLED A MATERIAL - FILLED POLYPROPYLENE 6.5" (16.51 cm) SEALED BALL - 4" AND 6" FACTORY OPTIONAL BUSHING MATERIAL- HDPE INTALLED PIPE OUTLET (FOR 4" THIN WALL PIPE) MATERIAL - PVC PART NO. 30142-R OR OPTIONAL FLOAT SWITCH — POLYLOK PL- 525 - 625 CUTAWAY (FOR 110 MM. PIPE) PART NO. 30142-EUR v C2 o P p r c -n Wastewater SEp 1, 2025 APPLICATIONS • SJTOW or STOW severe duty oil and water resistant p y g Bayf'e/d Co' es cords. Specifically designed for the following uPia,c,ni 2nd ,Onlr:g Hgen�ow • Homes, Fauns. Trailer Courts, Motels, Schools, • yi - 1 HP models have NEMA three prong grounding Hospitals, Industry, Effluent Systems plugs. • 11/2 HP and larger units have bare lead cord ends. SPECIFICATIONS Pump • Solids handling capabilities: %t" 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 'h - 11h HP models. • Class F insulation on 2 HP models. Single phase (60 Hz): • Capacitor start motors for maximum starting torque. • Built-in overload with automatic reset. METERS FEET 40 - 130 120 35 - 110 30 100 90 = 25 80 V 'C 70 20 y 60 15 SO 40 10 30 20 S 10 0 0 0 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. !LCI iI &kb1il.[c1 Tested to UL 778 and CSA 22.2 108 Standards �i By Canadian Standards Association File #LR38549 C us 10 20 30 40 50 60 70 80 5: WE '/4" SOLIDS 3500 & 90 100 110 120 130 140 150 160 GPM 0 5 10 15 20 25 30 35 m3/hr Per discussion with Designer the pump will be CAPACITY r'AGL z switched to the WEO5H series. 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 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) RECDYED SEP 1 5 2025 4 SJE RH O M B SS _1 t: 6 U.S Patent No. 9472,932 �.. and D780,703 Removable Cover Incoming Alarm Power Incoming Pump Power Pump Plug Pump Float Plug PSP cord Receptacle Optional Assembly Kit REGEVED cLL 3 S. Wisconsin Department of Safety and Professional Services 3CP 1 5 2 025 Page 1 of Division of Industry Services SOIL EVALUATION REPORT 8a''�'`'i In accordance with SPS 385. Wis. Adm. Code r County 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 percent slope. Parcel ID. scale or dimensions, north arrow, and location and distance to nearest road 6676 Please print all information. Reviewed by Date Petsorial rnformaiiorr youj ovkic may be used for secondary purposes (Privacy ta��+, s. 15.04E 1)Srn)i .._ �._... ---- ___L............. Property Ownet - J Property Location ❑ ERIC T & BAILEY A KAIRA Govt. Lot NW 'ia SW ',% S 32 T 50 N R 04 E (or) W Property Owner's Mailing Address Lot # Block # l Subd. Name or CSM# 32150 WHITIN G RU i_ -- --- ----- City State Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road SAYFIELD Wl 54814 ( ) L_ _— : i BAYVIEW WHITING RD [] New Construction Use ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement ❑ Public or commercial — Describe. i Parent material SANDY OUTWASH Flood Plan elevation if applicable NA ft. General comments and recommendations: SITE SUITABLE FOR A MOUND SYSTEM 1 Boring # Cl Boring L. _ Pit Ground surface elev 96.3 ft Depth to limiting factor 21 in Soil Application _ _ Rate HorizonDepth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell i Qu. Az Cont. Color ! Gr Sz Sh 'Eff#1 Eff#2 t 0-4 1 7.5YR 312 �-( NA � Is f Osg —_�-- I ml - cs ' 2m _ 0.7 1.6 ? 4-7 7 5YR 612 NA s Dsg ml cs If 0.7 1.6 . __-- - ----- I - --�----- � _ .. -__ --------- - � 0. --- i 3 i 7-21 r 7 5YR 4/6 NA s Osg ml gw 1 of 7 1.6 4 21-42 [5YR 4/6 c2d 5YR 6/3 s 1 osg ml ( NA 4 1 of 0.7 1.6 # __ ! 2 Boring # ❑ Boring Pit Ground surface elev. 975 ft Depth to limiting factor 26 in Soil Application _ Rate Texture Structure Consistence Horizon Depth Dominant Color Redox Description Boundary Roots GPDIFtz`_.__ In. Munsell Qu. Az. Cont. Color i Cr Sz. Sh. 'Eff#1 'Eff#2 1 0-4 7.5YR 312 NA Is Osg ml 2 ! 4-8 7.5YR 612 NA s 1 Dsg ml cs if 0 7 3 �� 8-26 } 7.5YR 416 NA s I Osg ml gw 1vf 0.7 1.6 4 } 26-45 5YR 416 c2d 5YR 6/3 s l Dsg ml .JINA 1 of 0.7 1.6 - 'water at 36" - — _ _ LEL IuJ 'Effluent #1 = BOD, > 30 s 220 m4/L and TSSS > 30 s 150 m /L * Effluent #2 = BOD, > 30 5 220 rng/L and TSS > 305150 mg/L ! CST Name (Please Print) 1 Signatur CST Number EDWARD J WROBLEWSKI - SP -72000013 Address Date Evaluation Conducted Telephone Number 84805 HATCHERY RD. BAYFIELD. WI 54814 5/2712025 - 715-209-4055 '� - SBD-8330 (R04/1: ) --- ❑ Boring +� Boring # Q Pit Ground surface elev. 95.0 ft SEP 15 i.D2� Depth to limiting factor 22 €n. Bayfwl Co. Soil Application are 7a- fl1 {•gefCY Rate __ Q1ani�inc --- _ Horizon Depth Dominant Color Redox Description Texture i Structure 1 Consistence 1 Boundary Roots GPD/Ft? I In Munsell Qu Az. Cont Color j Gr. Sz. Sh_ i - _.. __ - ___! 'Eff#1 'Eff#2 __-_-_ 1 0-3 7.5YR 3/2 NA is Osg ml i cs 2m 0.7 1.6 2 - — l 3-r_.._ 7.5YR 62 NA s — - 0sg ! ml es 11 0 7 1.6 3 7-22 , 7 5YR Alb NA s Osg ml gw I l vt 0.7 1.6 4 — ( 22-40 5YR 416 c2d 5YR 6/3 _ _✓- ' ^ s - -- Osg - - ml - ' - NA j t of 0.7 — — _ 1.6 _ _ ... ._. T i •water at 38 1 I J---- -- -L FIF_ II--± F' I Boring # ❑ Boring ❑ Pit Ground surface elev. It. Depth to limitingfactorin. i Soil Application Horizon Depth Dominant Color Redox Description Texture 1 Structure Consistence { Boundary j Roots In. Munsell Qu. Az. Cont_ Color Gr. Sz Sh l_-i H J __ r:iii Boring # ❑ Boring ❑ Pit Ground surface elev. _-- ft Depth to limiting factor in. Soil Application __ _ �- - -- Rate Horizon Depth Dominant Color E Redox Description Texture ! Siructur-�-Consistence Boundary Roots Cob; ! Gr. Sz Sh. In. � Munsell Qu. Az Cont Co ----_ ---^ �________--__-..--- __ T __ IIT ' Effluent #1 = BOD, > 30 s 220 mg/L and TSS > 30 150 mg/t- ' Effluent #2 = BOD. > 30 s 220 mg/L and TSS > 30 s 150 mglL Eff#1 i Eff#2 TOWARD J. WROBLEWSKI. CST =SP•T20009?3 3O1L TEST PLOT PLAN ERIC T AND BAILEY A KA1RA 32150 WHITING RD 3AYFIELO, WI 54814 PAR IN NW SW IN DOG 2024R.602602 $32 T50N R04W TOWN OF BAYViEW. Wt SCALE l a 50' �• EKTE1 DS APPROX 507 TO V1 1Il ITN RO ►IORTH L01 LlrLE CaAi5AGE tt� tt3 NCIR 1 i- L A l 0d: ti Private Sewage System Maintenance Agreement Owner(s) Name Owner(s) Mailing Address 32l o Wt1t.uG :t? 1 ,l} f,e G 5984 —J � Site Address 32150 G) J c WI jf,Q '( La5 1 Tax ID# 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 WW Addm. Code, as from time to time amendeed. (COMPLETE Legal is required) 1/4 of S U 114 Section J 2.. Township 16e.' N. Range �Lw- Additional Legal Description: ≤t I4i i!A Town of (Acreage) 6. Q -t Gov't Lot Lot Block Subdivision Lot CSM # Vol. Page CSM Doc # DOCUMENT NUMBER 2025R-608734 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI RECORDED O8/ 11/2O25 AT 9:37 AM RECORDING FEE: $30.00 PAGES: 2 R E tF eFe I A ea Return To: AUG 12 2025 Planning and Zoning Department Bayfie'.d Co Planring and ' r ; Agcy ❑ 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, Wis. 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, 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. 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 by law. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property. Owner(s) Name(s) -- Please Print .LL- K A Subscribed and sworn to before me on this date: o f og f Z0Zc Notarized Owner(s) — Signature(s) 4 Notary Public My Commission Expires: •_ /�Z��2� Drafted by: 7 Date: cS GLEN GREATHEAD Notary Public Proofed by: State of Wisconsin wrorms/sanitary/septicmaintenceagreement Revised July 2020 EXHIBIT "A" A parcel of land located in the Northwest Quarter of the Southwest Quarter (NW'/a SW'/a) of Section Thirty-two (32), Township Fifty (50) North, Range Four (4) West, Town of Bayview, County of Bayfield, State of Wisconsin, described as follows: Commencing at the quarter corner common to Sections 31 and 32, Township 50 North, Range 4 West, thence North 89° 47' 25" East 251.26 feet to the point of beginning, which is located in the center of Whiting Road, thence North 89° 47' 25" East 68.71 feet to the Northerly right-of-way line of Whiting Road, thence continuing North 89°47' 25" East 979.54 feet, thence South 01° 04' 13" West 534.12 feet to a point located in the North right-of-way line of Whiting Road, thence continuing South 010 04' 13" West 37.23 feet to the centerline of Whiting Road, thence North 61° 19' 37" West 1182.59 feet along the center of Whiting Road to the point of beginning. AUG 12 ZOZO planning 3fld Zon' „S,..... Bayfield County Register of Deeds Document #2024R-602602 Page 2 of 2 BAYFIELD COUNTY SANITARY PERMIT (#04)-25-132S STATE SANITARY PERMIT OWNER: ERIC T & BAILEY A KAIRA GOVT LOT: LOT: BLK: NW 1/4 SW1/4 SEC:32,T50N,R4W TOWNSHIP: Bayview SOIL TEST: 64-25 REPLACEMENT SYSTEM SYSTEM TYPE: Mound 224 in. of suitable soil PLUMBER: EDWARD REDINGER TRACY POOLER DATE: 9/29/2025 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 9/29/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION