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Home My WebLink About25-136SRRequest for Sanitary Inspection (24 Hrs. in Advance) Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114 If you do not have a fax and must email the inspection; you must email all staff members. Note fl Time Change fl Discrepancy fl Other Phone Number 715-682-6050 Plumber: Blakeman Plumbing & Heating, Inc. Fax Number Email Address Homeowner: Jeffery & Lisa Somerville steven.waby@blakemanplumbing.com Immediate Phone Number So Zoning Sanitary Dept can call you right back (if needed) Permit #: 25-136S 715-685-4128 Plumber's Choice Zoning Dept No Inspection(s) during this time Date: 10/27/2025 4 Tuesday (9:30 am - 12:15 pm) (Tracy) Plumber's Choice Z g Dept Time: Township: Bayfield Address # & 34640 S County Hwy J Road Name: Bayfield, WI 54814 G I D G or At the end of Chestnut DR off of S County HWY J Directions To Site: Comments: Mound Inspection ** Plumbers you must verify any change(s) by fax or email ** Notes from u/forms/sanitary/requestfori nspecti on Zoning Dept (®4/12/04); ® June 2023 JEFFREY E AND LISA J SOMERVILLE 1122 1ST ST HUDSON WI 54016 Information ,Private Ons.ite Wastewater Treatment SxMc ms ( POWTS). Inspection Report (Attach to Permit) tV 15 i,px R City I I Village setback to: II Town of: County +VIN Sanitary ermlt No: State Plan'Transaction ID#: Parcel Tax No: TYPE MANUFACTURER CAPACITY Frop. Line Well Building Air Intake Road Se tic J — '— N/A Dosing / U N/A Aeration N/A Holding Pump! Siphon Information Pump Manufacturer Pump Model I Demand , � ��, GPM FiltertWanu c r r IF11ter j O Mabel I L—Sa Lift11 1 _ Fdcti n Heas.. • Total) 0 t Forc Length D'a t t Dist. To Well Dispersal Cell Information ' DIMENSIONS SETBACK FROM IWilllh yep Line th �Ullliing # of Cells Well r OHWM Type of Cell 4 Manufacturer: Model Number. Pretreatment Unit Manufacturer: Model Number. Dia Dia Elevation Data STATION BS I HI PS ELEV Benchmark �Qd , Bldg. Sewer Tank Inlet Tank Outlet lU'[{ Dose Tank Inlet Dose Tank Bottom Inst. Contour p 9,4 B. .1 q Header/Manifold i� (acc( Distribution Pipe F c& &cK tac j ,4 Infiltrative Surface Final Grade 1j44( 1KLQB (n7'-1 Depth Over Depth Over I Depth of Cell Center Cell Edges Topsoil___ _ COMMENTS: (Include code discrepancies, persons present, etc.) 3 t G4ca , 3/v' , cl.SPicn Iu�ru�S t) aitc� TA @LD 00 X Pressure Systems Only ( X Hole Siz X Hole gg�� .I r64 Snacln4 Jr 6t du.v c� Q^ . [ u �(/� , &9'"" oct95 WQt �eQ�e Ian revision required? ❑ Yes No ID 1 I I lU >e other side for additional Information. I !w Date POWTS Inspector's Signa re License Number ❑ No Seeded I Sodded Mulched ❑Yes ❑No ❑Yes ❑No j(-9is4bc4to 4 cL1C1 5 O-1 u t/QI'It 4 otOSr.A Fa/\ clip S dA -CL&CWl tos4€ (I icy c�iul(Pd, no $rfGr�tc inn-s71n rR nq/711 Property Owner Information As you know BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715) 373-0114 e-mail: zonina(la.bavfieldcountv.ora Web Site: www.bayffeldcounty.ora/147 JEFFREY E AND LISA J SOMERVILLE — 1122 1ST ST HUDSON WI 54016 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 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: 1 Tank was pumped by: C. Tank was crushed! removed and pipes disconnected by: on at AM!PM PM On at (AM / PM) the above -mentioned plumber contacted our office to ccoo/ndd ct a pre -cover inspection as required under DSPS 383. One of the following applies: �J System was inspected and appears to meet all applicable code requirements. ❑ System was inspected and appears to meet all applicable code requirements; however, a plan revision is necessary because the installation was substantially different than the original approval. 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. Comments: Ulformslsanitarypropertyowner-Input April2019 .cc- o&76 t RIVEDDepartment of Safety county Bayfield t{ fi 'r OCT& Professional Services, . u s +mss K r5-- Sanitary Permit Number (to be filled in by Co.) x�� pgN 2025 Industry Services D' s�o / Hayfield Co. RFD 5J J (O SP, r en ; State Transaction Number anitW P& it Application 1 S 5 I, c In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project 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), Stats. 34640 S County Hwy J, Bayfield, WI 5481 I. Application Information Please Print All Information Property Owner's Name Parcel # Jeffrey & Lisa Somerville 6075 Property Owner's Mailing Address Property Location 1122 1st St Govt. Lot City, State Zip Code Phone Number Hudson, WI 54016 715-222-5424 '/•. /., Section 15 JI Type of Building (check all that apply) Lot # T 50 N R 04 E o e 1 or 2 Family Dwelling — Number ofBedrooms 2 Subdivision Name Block # ❑ Public/Commercial — Describe Use ❑ City of O State Owned — Describe Use O Village of CSM Number B Town of Bayfield I I. Type, of POWTS Permit: (Check :either :"New" 'or "Replacement" And;other'applicable.on` hne A: Check one'box on Lae B Complete,hne C ii a Gcable. A. El New System Replacement System ❑ Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B. ❑ Holding Tank ❑ In -Ground At -Grade El Mound O Individual Site Design ❑ Other Type (explain) (conventional) C. Renewal Before Expiration/30/2025 El Revision ❑ Change of Plumber O Transfer to New Owner Number and Date Issued 15136S, IV. Dispersal/TreatInent:Area and Tank Information. Design Flow (gpd) 300 Design Soil Application Rate(gpd/sf) 1.0 Dispersal Area Required (st) 300 Dispersal Area Proposed (sf) I 300 105.45 System Elevation Tank Information Capacity in Gallons Total Gallons # of Units Manufacturer a� a a c� , o '$ cn rn a w c7 o . p, New Tanks Existing Tanks Septic or Holding Tank 840 1340 1 Weiser Concrete 11 ❑ Dosing Chamber 500 ❑ Y. ResponsibilityStatement-I the undersi red assume responsibility for installation of the P0WTS sown `,on the attached plans: Plumber's Name (Print) Dean Blakeman Plumber's Si atu MP/MPRS Number 1092768 Business Phone Number . 715-682-6050 44941 State Hwy 13, Ashland, WI 54806 VI County/Department Use Only A roved O Disapproved s... !3 pppp Permit Fee Date Issued Iss 1n A t S1 re "7' ❑ Owner Given Reason for Denial p �j'- 10/)t4 )025 41�3715 Conditions %` of Approval/Reasons for Disapproval , d /Jere 7' // Ll' ed ,a ' v%rs .G� G/1 4W in, e T, v''- be?rte �%/ n� 57�c/d4,H�� yed. SBD-6398 (R. 03/22) Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 11 inches in size Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way Madison, WI 53705 RECEIVE D •C r Bayfield Co. October 21, 2025 Planning Zcrring A;ercy CUST ID NO.: 1092768 DEAN BLAKEMAN 44941 STATE HIGHWAY 13 ASHLAND, WI 54806 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/21/27 MUNICIPALITY: TOWN OF BAYFIELD BAYFIELD COUNTY SITE: SOMERVILLE 34640 S COUNTY HWY J BAYFIELD, WI 54814 SECTION 15 T50 N -R 04 W FOR: Design Wastewater Flow Value: 300 Bedrooms: 2 Limiting Factor(s): 15" Maintenance Required: Effluent Filter Phone: 608-266-2112 Web: htta/dsps.wi.ov Email: dspsnwvisconsin.ov Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-102502516-C Application No.: DIS-102544878 Site ID No.: SIT -150751 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 ad1eave 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 u se 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 prop erty 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 submittalhas been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approvedplans 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 des ign 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, Joshua Rowley Division of Industry Services Phone: Email:joshua.rowley@wisconsin.gov Fee Required: $85.00 Fee Received: $85.00 Balance Due: $0.00 Refund Expected: $0.00 RECEIVED OCT 222025 sayfield Co. Planning and Zoning Agency 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 PlotPlan Pg 3 of 6 Mound Cross -Section & Plan View CCU 22 2025 Pg 4 of 6 Distribution Network Specifications Pg 5 of 6 Bayfield Co. Pump Tank Specifications Planning and Zoning Agency Pg 6 of 6 Management Plan chments: I Enclosures: Pump Curve I POWTS Application for Review I Soil Evaluation Report & Site Map Project Name I Description Somerville 2 BR Mound Owner Name(s): Jeffrey & Lisa Somerville Phone: 715 -222 _5424 Owner Address: 1122 1st St, Hudson, WI Zip: 54016 Project Address: 34640 S County Hwy J, Bayfield, WI 54814 Govt. Lot: 1/4 of .114, Section 15 , T 50 N -R 04 E Dor Wn✓ Township: Bayfield County: Bayfield Project Parcel ID #: 04-006-2-50-04-15-4 00-112-10000 Designer Information Designer Name: Dean Blakeman Phone: 715 -682 -6050 Designer Address: 44941 State Hwy 13, Ashland, WI Zip: 54806 E-mail: dean@blakemanplumbing.com This space reserved for approval stamp. License Number: 1092768 Conditionally • DEPT. OF APPROVED SAFETY RAN PROFESSIONAL Remarks: DEPT. SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE Signature: Date: 10/211x2 Originals nature required on each submitted copy. RECEIVED OCT 222025 CHECK BOX AS APPLICABLE. ❑ SOIL EVALUATION SITE MAP PROJECT NAME: Somerville 2 BR Mound CHECK BOX AS APPLICABLE. Planning and Zoning Agei Scale: t'=40' a SYSTEM PAGE 2 OF 6 0 40 60 80 PLOT PLAN (10 ft grid) 102 DESIGN FLOW: 300 GPD VLA Attach design flow calculations for commercial plans. PROJECT ADDRESS: 34640 S County Hwy J, Bayfleld, WI 54814 Pipe Material/ ASTM Standard (Tables 384.30-3 & 384.30-5) N Sanitarysewer. 4:: S DR 35 BM Symbol:- BM Elevation: 100 FT 1.5" Schd 40 Force Maln: BM Description: nail in poplar 12" above ground indicate north by IMPORTANT: slope Gradient (°/,} 13% Well Symbol (Ir applicable): Q drawing an arrow on the appropShow ground elevation contours at suitable Intervals. or Tested Area: rite line. ! I N Lot Line ! # j, l I Ii : Ii I�� Il�llki! II!il I I I i �II�iI=111111 II�II I��IfIIIIII VIII WOODED AREA I ! ( I I 1 10 .6l I I ! iii Proppsed l I } l I 1 I I I Garage +; I i --101.6 1 I �: I rop sedgy Motand 1008 I I i I I I I I .5 Schd 40 . I :c. r, • ::''1 ` i i ! i 7 i I i I I i i 1 =Q i I if 1 i 840/50'0 Sept c Tank o ! : 4 3034 Pipe i + I I Proposed I` i s j i i i; I l I 70 to E LotLine I ' 1 = I l I! I I fii ! i CLEAR AR IEA , � Over, 250' -to S .ot Llnei! ' (Iir se no i to scale} I j 1 ! ; ! ' I 1 1 I► i ;I�1 I� I� i! ;utI t II'Illi! !+ + � I l iestn, t Dr i 1 I s IitI1I I i i Ii I ! 'er5'tSpol'ntyHwFJI f ` 1111111 I I I I I 1 � i I ; i ! f ' I }ICI I��IIIII I�II��iillll� i1i IiI1I�lI IIIIIIIIllIIlf I I i l I l I I I f+ I I I I i i I I i i i t I l I 11 IIIII�111 I 1IIIII�II IIII { II II IIII = f ii1IlIIii II! II I I I I t I I I I i i I I I l I II'i1 I I I I II IIlII1I 111111' 1�1lIII I SINGLE --CELL MOUND DISPERSAL AREA 0.5" TO 2.5" WASHED AGGREGATE (min. 6.0" beneath distribution pipe - min.2.0" MIN. 6.0" OF TOPSOIL COVER over distribution pipe and covered with approved synthetic fabric) • - min. 1.0 ft ASTM C-33 SAND FILL min..T:1:1j 0.5 ft Plowed Surface Surface Contour Elevation = 103.70 ft (Show force main, manifold, and flush valve locations on plan view.) D= 1.75 ft E 2.79 ft System Elevation = 105.45 ft Lateral Invert Elevation = 105.95 ft —;��wltiar_ - • • • JII 13.00 % Slope PLAN VIEW (No Scale) 1.25 " 0 Schdl 40 375 6.5 PVC Lateral J = ft . ft Lca (typical) j I - (ty�; 2 Ci rp.1 1-- i----- --- _ -- _ _____.��_—_�_�__--- Q�—._� I Observation o I Pipe (yREI) I u� N rn ice' i -------- - �.._ — -------__------- ---------------------- ----_ ._.__ —._ __� 34.5 37.5 ----____ w.:; < K 12.25 ft 20 2 ft (typical) Bend as necessary to follow contour m DOWNSLOPE TOE 5 o I . = 61 Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. Reset Page DISTRIBUTION NETWORK SPECIFICATIONS (No Scale) FLUSH VALVE DETAIL (No Scale) Orifice in r- ` Valve Box Lat a( Spacing (optional) Center of Threaded Cap N. (insulation optional) S = 4.0 ft for Head Testing � Shield orifices for f N graveness applications Ball Valve (optional) / N i' 1 Lateral Length Orifices equally spaced: (check a) OR b) below] a) Q along bottom of lateral Flush Valve b) El along top of lateral Assembly ` .,�` with everyth hole (typical -see detail). facing down LATERAL INVERT ELEVATION = 105.95 ft (typical) (riser pipes 01 optional) .2rJ "8 Schdl 40 PVC Manifold 36.00 ft "0 Schd140 PVC Force Main (slope to pump tank r— for drain -back) First Orifice (typical) Laterals to be level Schdl 40 PVC Lateral 0= 1.25 in (typical) Number of Orifices per Lateral = 13 J Orifices equally spaced along bottom of lateral Last Orifice Orifice Spacing (X) = 3�in (typical) (typical) Orifice Diameter= in Orifice Discharge Rate = .66 gpm Number of Laterals Lateral Discharge Rate gpm TOTAL DISCHARGE RA's 17.16 G (typical) First Orifice \, (typical) ��_ OBSERVATION PIPE DETAIL END MANIFOLD (No Scale) (typical) ' C7 CONNECTION Screw -Type �, Ilk W Finished Grade Check Slip p oose } (mulched & seeded) applicable box. Manifold (riser pipe optional) 4"P PVC Pipe Topsoil Cover First Orifice p p p ) Top of pipe to terminate (min.1 foot) C a (typical) at or above finished grade '' • ' • �' n m (4) 1/4"-112" X 6" Slots X-—X/Z X12--�---X ( @ 9�0 apart (typical) (typical) o Q • CENTER MANIFOLD mto o Anchoring Device = • • Infiltration n surface Manifold I_J CONNECTION a, (riser pipe optional) ; 2 'WcEIVED SEPTIC l PUMP TANK SPECIFICATIONS 001 2 (No Scale) Sayfield Co. 4"0 Vent Pipe Plannin ., >10 it from 9 and Zurt;,tg ,,gercy Building Electrical must comply with 12" Mtn. or 2.0 it above SPS 316 and NEC 300 Established Flood Elevation Weatherproof Extend manhole riser as necessary. (typical) Junction Box Approved Approved Locking Manhole IMPORTANT: Vent Cap with Warning Label Attached (typical) Anchor tank(s) as necessary conduit pursuant to SPS 383.43(8)(g) 4" Min. or 2.0 ft above Established Flood Elevation _ TJ, _ (typical) Finished Grade CAPACITIES @ 11.82 gal/in Depth (in) Volume (gal) A 25.75 304.36 B 2.0 23.64 [C] 3.25 38.4 D 12.00 141.84 e *1 A IEfl. Airtight Seal l , Quick Disconnect 18" Min. . . c (typical) Weep Approved Joints with Hole Approved Pipe 3 ft onto Solid Ground (typical) :..—On Pump *Pump Tank Liquid Level = 43 in --on D Force Main Diameter = 1.5 in Force Main Length = 40, / Force Main Void Volume =(3.6y gal concrete Blcck . a. i 3" Approved Bedding Material Beneath Tank [C] Total Dose Volume (TDV) = 38.4 gal/dose L (5X total lateral void volume ≤TDV S0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 17.16 gpm PUMP TANK: Volume = 500 gal Manufacturer: Weiser Pump Manufacturer: Goulds Pumps Pump Model� EP04 (Sea attached pump curve.) Controls/Alarm Manufacturer: SJE Rhombus Controls/Alarm Model: PSP 2 WI PED Float switches containing mercury are prohibited. PUMP -OFF ELEVATION = 94.20 ft INSIDE BOTTOM ELEVATION = 93.20 ft Vertical Head = 11.75 ft + Min. Supply Head = 2.5 + FM Friction Loss = 1.10 ft + Fitting Loss* _ .75 ft *(min. supply head x 0.3) ~ = TOTAL DYNAMIC HEAD = 6.10 ft SEPTIC TANK(S): Total Volume = 840 gal Manufacturer(s): Weiser Install approved effluent filter at the septic tank outlet immediately upstream of the pump tank Inlet. Filter Manufacturer: Polylok Filter Model: PL -525 PAcfD Mound Management Plan OCi 222025 IMPORTANT: Bayfield Co. The owner of this mound system shall be responsible for its perpetual operation and maintenance pursuant tg1anning and Zoning Agency 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 300 gpd; BODr, S 220 mgL-1; TSS 5150 mgL'1; FOGS 30 mgL'1 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 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. 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: Blakeman Plumbing & Heating, Inc. Phone: 715--682--6050 Local government unit: Bayfield County Zoning Administration Phone: 715-373-6138 Local government unit address: 117 E 5th St, Washburn, W1 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. RaCEcVED LOT 22iu/.3 ITT Bay6Flc1 GOULDS PUMPS Wastewater PERFORMANCE RATINGS COMPONENTS Total Head (ft. of water) Gallons Per Minute EPO4 EPOS 5 53 10 46 62 15 36 55 20 21 46 25 0 33 30 — 11 METERS FEE 10 9 8 7 z 6 5u z 5 4 1r Item No. P Descri tion i Impeller 2 Base 3 Pump Casing 4 Mechanical Seal 5 Ball Bearings 6 0 -Rings 7 Power Cord 8 011 Filled Motor 9 Motor Housing) Stator Assembly 10 Motor Cover I0 6 9 5 4 3 2 F-flbU&li rrjfla:i!Si I Li iipCam. pi = E "0 10 0 2 4 20 30 6 CAPACITY 3 40 50 GPM 8 10 12 m^/h 7 113" liii 4" CAST —A � �� \� �1lI M FILTER ORJ 1111 BAFFLE 0 tJJ a If TOP VIEW 4" CAST -A-SEAL 4" VENT SIDE VIEW TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS W840/500 -MR TANK SPECIFICATIONS a o DIMENSIONS: WALL:21/2" 1 /2" BOTTOM: 3" W a n a. COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 59 1/2" O.D. LENGTH: 113 3/48" O.D. •.� WIDTH: 93" O.D. BELOW INLET: 48" O.D. LIQUID LEVEL• 43" WEIGHT: 11,150 LBS. Ln M a INLET AND OUTLET: 4" CAST —A —SEAL BOOT OR EQUAL a Mc GASKET, CAST —A —SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER m o WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 19.61 GAL/IN (SEPTIC) 9 LiJ n 'n 11.82 GAL/IN (PUMP) LOADING DESIGN: 8' 0" UNSATURATED SOIL 1161 .. O LO 2 c 71 z OQ TANK CAN BE USED AS: Cu SEPTIC/SEPTIC, SEPTIC/PUMP`x„ r\ r OR SEPTIC/SIPHON • o N pl COVER: MIX DESIGN , 8 (NO FIBER) � W y oo TANK: MIX DESIGN #10 (STRUCTURAL FIBER CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE Q ir m I o o g F coo 3 v DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: SHEET NO. APPROVAL DATE: 1 PRODUCTS NEEDED BY: /`F stCEIVED P3LLiO] Inc. Innovalions in Precast, Drainage Zabel° &Wasulvaler Products A Dlvlslon of Polylok Inc. PL -525 Filter The PL -525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL -122, the Polylok PL -525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank. I f Features: 1/16" Filtration Slots • Rated for 10,000 GPD(gallons Alarm Switch per da Y) 10 OOO GPD (Optional) • 525 linear feet of 1/16" filtration. Accepts 1" PVC • Accepts 4" and 6" SCHD 40 pipe. Extension Handle • Built in gas deflector. Automatic shut-off ball when filter is removed. Rated for • Alarm accessibility, 10,000 GPD • Accepts PVC extension handle. PL -525 Installation: Ideal for residential and commercial waste flows up to 525 Linear Ft. 10,000 da per gallons Fi Y ( GPD ). Filtration Slots 1, Locate the outlet of the septic tank. y. 2. Remove the tank cover and pump tank if necessary. Accepts 4" & 6" 3. Glue the filter housing to the 4" or 6" outlet pipe. If SCHD 40 pipe the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center filter. 4. Insert the PL -525 filter into its housing. 5. Replace and secure the septic tank cover. COT 2 2 Z02b Bayfield Co. Planning and Zoning Agency PL -525 Effluent Filter PL -525 Maintenance: The PL -525 Effluent Filters will operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be done by a certified septic tank pumper or installer. 1. Locate the outlet of the septic tank 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed. 4. Pull PL -525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. 7. Replace and secure septic tank cover. ®Certified to NSFIANSI Standard 46 Gas Deflector Automatic Shut -Off Ball Outdoor SmartFilter® Martin Extend & Lok'" Polylok, Zabel & Best filters accept Easily Installs the smartFilter® switch and alarm, into existing tanks. Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: 203.284.8514 www.polylok.com Provides convenient wiring connection and system monitoring for pump station applications. The PS Patrol° system features a built-in high water alarm and provides a convenient location to connect all wiring required for a pumping station installation. The PS Patrol° system employs a receptacle to accept a 120 VAC pump and piggy -back style pump switch. The sleek, angled design of the clear enclosure includes a removable cover for easy access for field wiring, All Internal components are sealed within the cover for protection from the elements. The red LED Illuminates the cover in an alarm condition for easy 360" visual Identification. Available with or without 32° mounting post. Shown with Mounting Post U.S. Patent Nos. 0 780,703 and 8.472,932 iIIJ[Us'il[s]t. 1Lilj sir RHOMBUS i 1 • I • Controller meets Type 3R watertight standards and Is designed for outdoor use Built-in high water alarm • Removable cover provides greater access for field wiring and service • Controller can be purchased with standard 5" square plastic post or can be mounted on 4" schedule 40/80 PVC pipe or conduit (customer supplied) Automatic alarm reset, horn silence and alarm test • 360° visual alarm; audible alarm Red LED illuminates cover In alarm condition Green Power On light • Auxiliary alarm contacts included for easy attachment of remote alarm • Receptacle for easy connection of pump and piggy -back pump switch • Cord seal Included for sealing switches and pump cable • Electrical potting cavity provides easy reliable method to seal power cables. (User to provide duct seal) • CSA Certified ee • Five-year limited warranty �1., •' • • Mercury or mechanical pump switches • Various cord lengths • Riser assembly adapter • Dual alarm (2nd alarm Input -Yellow LED Illuminates cover In alarm condition) • Elapsed Time Meter (ETM) • Pump circuit breaker • Available with or without 32" post California Prop 05 requires the following: ®WARNING Cancer and Reproductive Hann - www.P85Wamings.ce.gov SEE REVERSE SIDE FOR ORDERING INFORMATION. SEE PRICE BOOK FOR LIST PRICE. ALARM VOLTAGE: 120 VAC PUMP VOLTAGE: 120 VAC ENCLOSURE SIZE: _ Controller with post 5' X 6" X 39" Controller without post 6" X 5" x8 RECEPTACLE: 120 VAC- NEMA Type 5-15 AUXILIARY CONTACTS 120 VAC 0.5 amps max., 50/60 Hz (circuit not supervised) ALARM HORN: 82 decibels at 10 feet ALARM FLOAT: SJE SlgnalMaster° control switch with mounting clamp RECEIVED CCT 222025 Sayfield Co. Planning and Zoning Agency 4 SJE RHOMBUS. 1-888-DIAL-SJE • 1-218-847-1317 1-218-847-4617 Fax email: custamer.service@sjeinc.com www.sjerhombus.com B.73 Product offer i i and prdc4 fl are subject to orxmgs without notice. B.74 Marie 4sltunvw.s/erhombus.com for the mnst current 1n(onnatbn PSP2 120V [ MODEL PSP2 MODEL [� 120V STARTING DEVICE 1 = SJE PumpMaster' pump switch (0-13 FLA) • 2 = SJE PumpMaster` Plus pump switch (0.15 FLA) • 3 =120 VAC Double Floatpump switch (0-15 FLA) A 5 = Super Single" pump switch (120V = 0-15 FLA) 6 = No pump switch 7 =120 VAC Double FloatMaster pump switch (0-15 FLA)• FLOAT SWITCH APPLICATION RH = pump down (select 17 option) X = no floats OPTIONS Listed below CODE DESCRIPTION Q 1J Duo alarm Inputs 1V Vertical Reed Switch (must select 1J) BA Elapsed time meter 10X No Mounting Post 15-P Pump breaker specify 0 or 1 after number 15 followed by letter 'P' 0 =15 amp breaker (0-7 FLA) 1= 20 amp breaker (7-15 FLA) (Ex. 151P = 20 amp breaker, 715 FLA) RECEIVED CCT 2 2 Z0C5 Bayfield Co. Planning and Zoning Agency CODE DESCRIPTION Q 16A 10' cord in Ileu of 20' (per (loot (Does not apply for Double floor or Double Floor Muster pump switch) 168 15' cord in lieu of 20' (per float) Q 16C 30' cord In lieu of 20' (per float) 16D 40' cord in Ileu of 20' (per float) 17A SJE SlgnalMester' / pipe clamp (alarm float) • 17J Sensor Rose / pipe clamp (alarm pact) 22F PSP Assembly Kit • Mechanically -activated A Mercury -activated Part Number Model Number Description FLA Ship Weight 1022728 PSP2120VSH17A PSP2120V, no pump switch, 20' SJE SlgnalMaster,, with mounting post 0.16 13 lbs. 1019021 PSP212OVV6H151PI7J PSP2120V. no pump switch, 20' Sensor Root,20A circuit breaker, with mounting post 7-15 13 lbs. 1022576 PSP2120V6HBA17A PSP2120V, EM, 20' SJE SlgnelMaster,, with mounting post 0-16 14 lbs. 1022677: PSP2120V6HVdSA17A PSP2120V, Duo alarm, ETM, 20' SJE SignalMaster• S VRS, with moulting post 0-15 15 lbs. 1016434. PSP2ABBH1BB17A PSP2120V, no slam, no pump switch; renwteTA4B, 15' SJE SigrelMast&, with mounting post 0-15 16 lbs. 1011551 Assembly kit Riser Extension Coupling and Washers n/a 10 lbs. 4 SJE RHOMBUS. www.sjerhombus.com customerservice@sjeinc.com 96000880 -SPEC 10ne 0 2018 SJE. Inc. All Rights Reserved. SJE RHOMBUS I. a trademmk of SJE, Inc. PS Patrol® System with 120V Alarm Installation Instructions ELEGTRI CAL SHOCK HAZARD r Disconnect all power sources before - servicing. Failure to do so could result This control panel must be installed and serviced by a licensed electri- cian in accordance with the National Electric Code NFPA-70, state and local electrical codes. Figure 1 3.5 inch (9 cm) minimum tether length Install alarm float and pump float. (Mounting Clamp detail) Figure 2 Wide angle* float system. SJEPumpMasteP, SJEPumpMasteN Plus, orSuperSingles pump switches Figure 3 SJE Double Float" Master and Double F/oat° pump switches DETERMINING PUMPING RANGE (IN INCHES) LUI L L [UL5 Bayfield Co. Planning and Zon:i::9 Agency Super Single° 1 pumping range tether length 5 9 11 13 15 , pumping range 7.5 10 11 12 5 13 5' SJE PumpMaster® & ® tether length 6 9 14 18 22 SJE PumpMaster Plus pumping range pumping range 10 222:W-- 33 -:36 Use only as a guide. Pumping ranges are based on testing in non -turbulent conditions. T h e S e W I n �� W rk Range may vary due to water temperature and cord shape. I Note: As the tether/en gUi increases, so does the variance of the pumping range. Sjiphombu'46® 22650 County Highway 6 / P.O. Box 17085 Detroit Lakes, Minnesota 56502 USA 1-888-DIAL-SJE (1-888-342-5753) jr Phone: 218-847-1317 N Fax: 218-847-4617 E-mail: customer.servlce@sjerhombus.com N Website: www.sjerhombus.com ©SJE-Rhombus PN1030317A 'Rev 10114 to Finure 4 Post Pump power cord, alarm float cable, Riser mounting kit and pump float cable (optional) Pump power, alarm . . power, and optional ? Li auxiliary ala m cable , r _ �6zyFedz s Run cables through optional riser mounting kit and post. Figure 5 Punch out power cable knock outs as shown. Holding base, run cables through cord seal holes. Note: Only remove knock outs for number of cables used. Figure 7 =figure 6 Figure 8 Jk Conduit/v___ PVC pipe (customer supplied) Mount PS Patrol® to post. Note: PS Patrol® can be mounted to optional square plastic post as shown in Figure 7 or 4 inch conduit I PVC Pipe (customer supplied) as shown in Figure 8. Use #8 x 1" screws only. -figure a Incoming alarm power ~� II ll ` Incoming pump power � 11 N Alarm I c float switch Connect alarm power, pump power and alarm float switch as shown. Figure 11 F�I .ill . . •. . Plug pump switch piggy -back plug into PSP cord receptacle. If using optional ETM, plug this into back of pump switch piggy -back plug. Plug pump in last. If ETM is used, snap into location as shown. Arrange cords as WARNING. Failure to have the plugs in order described1 shown. Receptacle is inserted into pocket. Push excess cord back as shown will effect proper operation of system. through cord seal, Install PVC dowels into unused holes of cord seal, Figure 10 Use electrical duct seal to fill around incoming power cords. Ensure pocket is filled completely and the gaps filled around each cable. WARNING: Failure to do so will allow sewer gases to enter control panel causing corrosion and failure of electrical components. rlyure 1L Fill unused - holes in cord seal with S PVC dowels ETM (optional) snaps into base PSP receptacle fits into pocket iffil D Firmly tighten cord seal nut so that cables do nol move and cord seal is held in place. Install cover on base and screw into place. RECEIVED Agency ELECTRICAL SHOCK HAZARD Disconnect all power sources before servicing. Failure to do so could result In serious Injury or death. Figure 15 Power On Indicator Push to test Turn on power and test alarm by pressing the test silence switch. Horn will sound and alarm light will illuminate. SJE-RHOMBUS® warrants to the original consumer that this product shall be free of manufacturing defects for five years after the date of consumer purchase. During that time period and subject to the conditions set forth below, SJE- RHOMBUS® will repair or replace, for the original consumer, any component which proves to be defective due to defective materials or workmanship of SJE-RHOMBUS®. ELECTRICAL WIRING AND SERVICING OF THIS PRODUCT MUST BE PERFORMED BY A LICENSED ELECTRICIAN. THIS WARRANTY DOES NOT APPLY: (A) to damage due to lightning or conditions beyond the control of SJE- RHOMBUS®; (B) to defects or malfunctions resulting from failure to properly install, operate or maintain the unit in accordance with printed instructions provided; (C) to failures resulting from abuse, misuse, accident, or negligence; (D) to units which are not installed in accordance with applicable local codes, ordinances, or accepted trade practices, and (E) to units repaired and/or modified without prior authorization from SJE-RHOMBUS®, Perform final testing on system by lifting pump and alarm float. When pump float is lifted, the pump will turn on. When alarm float is lifted, the alarm Some states do not allow limitations on how long an implied warranty lasts, so the above limitation may not apply to you. Some states do not allow the exclusion or/imitation of incidental orconsequential damages, so the above limitation or exclusion may not apply to you. This warranty gives you specific legal rights, and you may also have other rights which vary from state to state. TO OBTAIN WARRANTY SERVICE: The consumer shall assume all responsibility and expense for removal, reinstallation, and freight. Any Item to be repaired or replaced under this warranty must be returned to SJE-RHOMBUS®, or such place as designated by SJE-RHOMBUS®. ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS ARE LIMITED TO THE DURATION OF THIS WRITTEN WARRANTY. SJE-RHOMBUS® SHALL NOT, IN ANY MANNER, BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES AS A RESULT OF A BREACH OF THIS WRITTEN WARRANTY OR ANY IMPLIED WARRANTY. NOTICE! a 'ed must be cleaned, sanitized or de contaminated as necessary prior to shipment to ensure that employees `'' will 'ndtbe exposed to health hazards in handling: said material. All applicable laws and regulations shall apply: Description of Operation IIIzhwARN1NGzhI The DoubleMaxw 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 RECEIVED 15 Full Load Amps High Impact PVC. Housing Operating Temperature 0-140 F Float Housing 3.25" D x 4.55" L CJ 2 2 2025 Barfield Co. Installation Planning and Zoning Agency 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. 3. Tether the bottom float at 3", tighten the clamp on the discharge pipe. 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 -Moda-PurzioActivates-on�Lower-Float - — -=- Pump Up (STOP) PUMP RANGE 2" to 60' 1 (START) Note: To achieve minimum pump range the bottom float must be mounted as high as possible and clamped on the back side of pipe (Fig. 2) rather than front side" as shown (Fig. 1). Wiring (Fig. 3) - Hard Wire Installation with Bare Leads or Piggy Back Plug Removed PUMP T2 WIRE USING JUNCTION BOX (Fig. 2) Note: To achieve minimum pump range the bottom float must be mounted as high as possible and clamped on the back side of pipe as shown above (Fig. 2). (Fig. 4) - Bare Leads by Removing Piggy Back Plug (DoubleMaxa must be 230VAC model) !1C1IWSuI G L2 L1 JUNOTONIBOX POWER SOURCE BLACK WHREIREO--. G I RBDED PUMP G T211 (Fig. 5) - Factory Ordered with Bare Leads PUMP WIRE USING JUNCTION BOX Alderon Industries • PO Box 821 Hawley, MN 58549 • P: 218-483-3034 • F:218-4833036 • alderonlnd.com Page 1 of 2 a Ii Wide-angle pump switches directly control pumps up to 3 HP at 250 VAC. Each switch features an adjustable pumping range. 'Type of Pump Max Pump Max Pump _,pinp '-Activation Control Run Current Start Current I nge LU Mechanically 1/2 HP, 120V 13A, 120V 85A, 120V 7.36 in SJE PumpMaster&1 Co. acC _an;rg: c("Activated(18 1 HP, 230V 13A, 230V 85A,230VPlanning -91 cm) Mechanically 1/2 HP, 120V 13A, 120V 85A, 120V 7.36 in SJE PumpMaster' Activated 1 HP, 230V 13A, 230V 1 85A, 230V (18-91 cm) Mechanically 3/4 HP, 120V 15A, 120V 85A, 120V 7-36 in SJE PumpM�tgr P,�ug LULJ Activated 2 HP, 230V 15A, 230V 85A, 230V (18-91 cm) Planning and Zovig SJE PumpMaster'SPDT (Single Pole, Double Throw) Double Float Master MUST use if dose < SJE AmpMaster SJE VerticalMaster (For I maned space Ap Iicallons) SJE MicroMaster'AC/DC SJE MicroMaster" Plus WS echanically 1/2 HP, 120V Activated 1 1 HP, 230V Mechanically 1 15 FLA, SOLRA Mechanically 11/2 HP, 125V Activated 3 HR 250V Mechanically 1/2 HP, 120V Activated 1 HR 230V Mechanically Use pump run and Activated start current Use pump Mechanically run and Activated start current 13A,120V SEA, 120V 13A, 230V j 85A, 230V 15A, 120V 1. BOA, 120V 15A, 240V 904, 240V ter belowl 20A, 125V 120A, 125V 20A,250V 120A,250V 13A, 120V BOA, 120V 12A, 230V 60A, 230V 10A,12VDC , 10A,12VDC 10A,12VDC BOA, 125V 8A,250VAC 60A,250V 13A, 125V 78A, 125V 12A, 250V 724, 250V 36 in (18 - 91 cm) 3 - 48 in (7.6 -122 cm) 9 - 24 in (23 - 61 cm) .75 - 6.5 in (2-17 cm) 8 - 36 in (20 - 91 cm) 9-36in (20 - 91 cm) SJE HiTempMasterrr - I Mechanically Activated I start current I 12A, 250V I 72A, 25 V ruand I (20 - 91 1cm) California Prop 65 requires the following: ®WARNING Cancer and Reproductive Harm - www.P65Wamings.ca.gov 888-DIAL-SJE (888-342-5753) Ucustomer.service@sjeinc.com www.sjerhombus.com SJE RHOMBUS, BS ghtsRSJ07/20 ® 201B SJE, Inc. All Rights SJE RHOMBUS is a trademark of SJE. In Inc. RECEIVED RECEIVED OCT 22O6 6 f JQ Z 6 2025 Wisconsin Department of Safety & Professional Services panning d} ni g AgrP ge I of 3 jl L $ p )5 Bayfietd Co. Division of Industry Services \<)\ �a� g andZoningAgenGY SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8112 x 11 Inches In size. Plan must include, Bayfield but not limited to vertical and horizontal reference point (BM), direction and percent slope, scale Parcel I.D. or dimensions, north arrow, and location and distance to nearest road. 6075 Please print all Information. Reviewed by / Date Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). fltf.. L. Property Owner PropertyLocatlon O a Jeffery E & Lisa J Somerville Govt. Lot 1/4 A S 15 T 50 N R 4 E (or) W Property Owner's MaltingAddress Site Address or CSM and Lot ii: 1122 1st St Apostle Highland Spring Hill Lot #10 City, State, Zip Phone Number Jcity Village X Town Nearest Road Hudson, WI 54016 715-222-5424 ayfiel Chestnut Dr. X NewConstructlon Use: Residential/Numberofbedrooms 2 Codederiveddestgnilowrate 300 GPD Replacement Public or commercial - Describe: Flood Plan elevation If applicable ft. Parent material (iiaclal till General comments and recommendations: Mound or holding tank Boring N MBorIng 1 X Pit Ground surface elev. 103.7 It, Depth to limitingtaclor 16 in./elev, 102.4 it. Sall Annticatlon Rate Horizon Depth In. DonlinantCator Munsell RedoxDescriptionQu. Az. Cant. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft *Effit1 *Etfft2 1 0-7 7.5 312 -- LS 2mgr ml cw 3m .7 1.6 2 7-16 7.54/4 -- LS lfgr ml cw 3f .7 1.6 3 17-40 5yr 4/4 m2f 7yr5/6 SIC 2msbk mfl Cs 1vf .2 .3 Boring li Boring 2 X Pit Ground surface elev. 103.7 ft. Depth to limiting factor 21 in./elev.101.95 ft. Sniff Anntlratinn Rath Horizon Depth In. Dominant Color t4unssll Redox Description Qu. Az. Cant, Color Texture Structure Cr. 01. Olt. Consistence Boundary Roots GPD/Ft •Ettf1 "Etig2 1 0-10 7.5 3/2 -- LS 2mgr ml cw 3m .7 1.6 2 10-21 7.5 4/4 -- LS lfgr ml cw 3f .7 1.6 3 21-42 5yr 4/4 m2f7yr5/6 5/6 SCL 2msbk mfi Cs lvf .2 .3 CST Name (Please Print) Signal CST Number Ryan Van Ornum I 11011 - ST Address Date aluation Conducted Telephone Number 659071oima Rd Marengo, WI 8/22/2025 (715)413-0074 s RECEIVE 0 Effluent lrl = BOD> 30 5 220 mglL and TSS > 30 150 mglL * Effluent ff2 = 3O mg/L AUG 26 2025 Bayfield Co. G dT 2 2 L 0 Planning and Zoning Agency Bayfield Co. Planning and Zoning ;Agency SBD-8330 ( R03/22) Page 2 of 3 Boring ff Boring X Pit Ground surface etev. 99.9 tL Depth to limitingfactor 15 lobby. 98.15 It. I Soli Annllcalinn Rats Horizon Depth In. Dominant Color Munselt Redox Description Qu, Az. Cont, Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft *Efffrl *Eifft2 1 0-6 7.53/2 -- LS 2mgr ml cw 3m .7 1.6 2 6-15 7.5 4/4 -- LS lfgr ml cw 3f .7 1.6 3 15-40 Syr 414 m2f Tyr 5/6 SCL 2msbk mfl cs 1vf .2 .3 Boring 0 1 boring_______ I Pit Ground surface elev. ft. Depth to limiting factor in./elev. It. I Soil Anolication Rate Horizon Depth In. Dominant Color Munselt Redox Description Qu. At. Cont. Color Texture Structure Gr. Sz. Sit. Consistence Boundary Roots GPD/Ft *Effff 1 *Efffr2 Boringfi Boring Pit Ground surface elev. it. Depth to limiting factor in./elev. It. SoilAonllcalian Rate Horizon Depth In. Dominant Color Munselt Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft *Effff1 *Efffr2 * Effluent ill a BOD>30 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent 112 = BOD, s 30 mg/L and TSS e. 30 mg/L _..J—.-. - ...... i-_--I-_ .._cLH___.. - - — — Pia Wing aid' - on:: g n anry two LJ4 Co. e i iitd1iIII II.IIIIH— -- - ---H--— ii - IP — iIiIi'vci_.IIi I- -' •LiT11 i__i - t —_IL 11i I..--- -1—• --•'-I-- —i—≥--.. - t- --. - .--- -t —. .t- [i4o IHL". II:E:.H'II .r.I±_1. ——.——'\, i I I I III I I i I I ►� Request for Sanitary Inspection (24 Hrs. in Advance) Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114 If you do not have a fax and must email the inspection; you must email all staff members. Note fl Time Change fl Discrepancy fl Other Phone Number 715-682-6050 Plumber: Blakeman Plumbing & Heating, Inc Fax Number Email Address Homeowner: Jeffery & Lisa Somerville steven.waby@blakemanplumbing.com Immediate Phone Number So Zoning Sanitary Dept can call you right back (if needed) Permit #: 25-136S 715-685-4128 Plumber's Choice nl Dept No Inspection(s) during this time Date: 10/20/2025 Tuesday (9:30 am - 12:15 pm) (Tracy) Plumber's Choice o Dept Time: 10:30am E Township: Bayfield Address # & Road Name: 34640 S County Hwy J Bayfield, WI 54814 or At the end of Chestnut DR off of S County Hwy J Directions To Site: Comments: Plow & Tank Inspection _ Li13 -661H ** Plumbers you must verify any change(s) by fax or email ** Notes from u/forms/sanitary/requestforinspection Zoning Dept (©4112/04); ® June 2023 Request for Sanitary Inspection (24 Hrs. in Advance) Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114 If you do not have a fax and must email the inspection; you must email all staff members. Note fl Time Change fl Discrepancy fl Other Phone Number 715-682-6050 Plumber: Blakeman Plumbing & Heating, Inc. Fax Number Email Address Homeowner: Jeffery & Lisa Somerville steven.waby@blakemanplumbing.com Immediate Phone Number So Zoning Sanitary 25-136S Dept can call you right back (if needed) Permit #: 715-685-4128 Plumber's Choice Zoning Dept No Inspection(s) during this time Date: 10/21/2025 Tuesday (9:30 am - 12:15 pm) (Tracy) Plumber's Choice Dept Time: . 9:00am Township: Bayfield Address # & 34640 S County Hwy J Road Name: Bayfield, WI 54814 or _ 0 15 At the end of Chestnut DR off of S County HWY J Directions To Site: Comments: Mound Inspection �F ** Plumbers you must verify, any change(s) by fax or email ** Notes from u/fonns/sanitary/requestforinspection Zoning Dept (O4/12/04); 0 June 2023 JEFFREY E AND LISAJ SOMERV ILLE 1122 1ST ST HUDSON WI 54016 Ir G - Personal information you provide may b Permit Holder's Name: Information Onsite Wastewater Treatment is ( POWTS),Inspection Report (Attach to Permit) city setback to: Village of. County X11}//y�,f.�j{J/A/�� J , €J Sanitary ermltNo: State Plan'Transaction ID#: Parcel Tax No: TYPE MANUFACTURER CAPACITY tProp. Line I Well p Building Air Intake Road Se tic N/A Dosin N/A Aeration N/A Holding Pump / Siphon Information ump Manufacturer Pump Model Demand GPM Filter Manufacturer Filter Model TDH Lift Friction Loss Head Total Forcemain Length Dia Dist. To Well Disoersal Cell Information FROM I Prop.. Type of Cell Pretreatment Unit Manufacturer: Model Number: stribution Dia Dia Elevation Data STATION BS Hlj FS ELEV Benchmark Bldg. Sewer Tank Inlet Tank Outlet Dose Tank Inlet Dose Tank Bottom Inst. Contour Header/ Manifold Distribution Pipe Infiltrative Surface Final Grade ❑ Yes ❑ No Soil Cover Depth Over Depth Over Depth of Seeded / Sodded Mulched Cell Center Cell Edoes Topsoil 0 Yes 0 No 0 Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) —1b30 Q tivl ', n 1 etJ' erl 10 NO%Av . - tat bV4 \ opt y� pVa w t\\ Yi/4y1 t� LV L r\tn lad , 1 aKe piAt�� a rscrw %fru Ian revision required? ❑ Yes ❑ No ,e other side for additional Information. Date POWTS Inspector's Signature 3Rr11371n rR ngi911 License Number Property Owner Information As you know BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-61$8 Fax: (715) 373-0114 e-mail: zoninof7a.bavfieldcounty.oro Web Site: www.bayfieldcounty.org/147 JEFFREY E AND LISA J SOMERVILLE 1 122 1ST ST HUDSON WI 54016 Hayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 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: 1 Tank was pumped by: • Tank was crushed / removed and pipes disconnected by: on at AM/PM On at (AM / PM) the above -mentioned plumber contacted our office to conduct 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. ❑ System was inspected and appears to meet all applicable code requirements; however, a plan revision is necessary because the installation was substantially different than the original approval. ❑ 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. Comments: any ownebinput April 2019 ... wwwn ss.r_•a C. �o4S F(LIViLJDepartment of Safety County BaYfield sc �0 = a r'7S �; t �P 2 3 2025 & Professional Services, Sanitary Permit Number (to be filled in by Co.) Industry Services Division PneninAen Sanitary ermit Application 9 �s` State Transaction Number , C� In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the approp ove ental unit 0�( �. 5 0 Project Address (if different than mailing address) is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POW re submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(l)(m), Stats. 34640 S County Hwy J, Bayfleld, WI 5481 I. Application Information — Please Print All Information Property Owner's Name Parcel # Jeffrey & Lisa Somerville 6075 Property Owner's Mailing Address Property Location 1122 1st St Govt. Lot City, State Zip Code Phone Number Hudson, WI 54016 715-222-5424 �'/., 'r., section 15 T 50 N R 04 E o II. Type of Building (check all that apply) Lot # Subdivision Name B 1 or 2 Family Dwelling —Number ofBedrooms 2 Block # ❑ Public/Commercial — Describe Use O City of ❑ State Owned — Describe Use O Village of CSM Number e Town of Bayfleld III.'Type of POWTS Pe rmit: (Check either "New" or "Replacement" and other applicable on line A. Check one box'on line B. Cormple-teline C if a licable. A. El New System ❑ Replacement System ❑ Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B. ❑ Holding Tank ❑ In -Ground At -Grade El Mound ❑ Individual Site Design 0 Other Type (explain) (conventional) C. ❑ Renewal Before ❑ Revision ❑ Change of Plumber ❑ Transfer to New Owner ist Previous Permit Number and Date Issued Expiration IV. Dispersal/Tre atment'Area and Tank Information : Design Flow (gpd) Design Soil Application Rate(gpd/sf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) I System Elevation 300 1.0 300 300 105.45 Capacity in Total # of Manufacturer , Tank Information Gallons Gallons Units o •0 New Tanks Existing Tanks to a U in cis k O a. Septic or Holding Tank 840 1340 1 Weiser Concrete 1ZI❑ Dosing Chamber 500 ❑ V. Responsibility Statement- I, the undersigned, assume responsib .ty for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number Dean Blakeman ..1- 1092768 715-682-6050 Plumber's Address (Street, City, State, Zip Code) 44941 State Hwy 13, Ashland, WI 54806 V I. County/Department Use Only \-, / 7 Approved O Disapproved Permit Fee Date IssuedyolbL s&g nt • tare 2f% ❑ Owner Given Reason for Denial --- �5 1,41,AJ71 -3 Conditions of Approval/Reasons for Disapproval al±ac'L/ /] n J Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x ii Inches in size SBD-6398 (R. 03/22) RECEIVED Wisconsin Department of Safety and Professional Services Division of Industry ServicgEP 232025 4822 Madison Yards Way J Madison, WI 53705 Bayfield Co. Planning and Zoning Agency September 22, 2025 CUST ID NO.: 1092768 DEAN BLAKEMAN 44941 STATE HIGHWAY 13 ASHLAND, WI 54806 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES:9/22/27 MUNICIPALITY: TOWN OF BAYFIELD BAYFIELD COUNTY SITE: SOMERVILLE 34640 S COUNTY HWY J BAYFIELD, WI 54814 SECTION 15 T50 N -R 04 W FOR: Design Wastewater Flow Value: 300 Bedrooms: 2 Limiting Factor(s): 15" Maintenance Required: Effluent Filter Phone: 608-266-2112 Web: hnp://dsps.wi.gov Email: dsps icwisconsin.nov Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-092502233-C Application No.: DIS-092538484 Site ID No.: SIT -150751 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. • 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 stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this letterhead. Sincerely, Fee Required: $250.00 Fee Received: $250.00 CJ4h..uo Balance Due: $0.00 Refund Expected: $0.00 Joshua Rowley Division of Industry Services Phone: Email: joshua.rowley@wisconsin.gov RECEIVED SEP 232025 Bayfield Co. Planning and Zoning Agency enhi re • RECEIVED -- ��'�-�-. ;..`1�1■ 2 6 2025 `PVG Wisconsin Department of Safety & Professional Services Page 1 of 3 t $ p BaYfield Co. Division of Industry Services ,1 �lar�d+�g and ZoningAgencY SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must include, Bayfield but not limited to vertical and horizontal reference point (8M), direction and percent slope, scale Parcel I.D. or dimensions, north arrow, and location and distance to nearest road. 6075 Please print all information. Revi e Date Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04(1)(m)).�� Property Owner Property Location O I Jeffery E & Lisa J Somerville Govt.. Lot ¼ 1/4 s 15 T 50 N R 4 E (or) W Property Owner's Mailing Address Site Address or CSM and lot a: 1122 1st St Apostle Highland Spring Hill Lot #10 City, State, Zip Phone Number Jci Village X f'ITown Nearest Road Hudson, WI 54016 715-222-5424 ayfiel Chestnut Dr. X New Construction Use: Residential/Number of bedrooms 2 Code derived designflow rate 300 GPD Replacement Public or commercial - Describe: Flood Plan elevation If applicable ft. Parent material Glacial till comments and recommendations: Mound or holding tank 1 Boring hi Boring F:Xqpit Ground surtace elev. 103.7 ft. Depth to limiting factor 16 inlelev. 102.4 ft. 1I Cn11 Annlinotinn D to Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft *Eff#1 *Effg2 1 0-7 7.5 3/2 -- LS 2mgr ml cw 3m .7 1.6 2 7-16 7.5 4/4 -- LS lfgr ml cw 3f .7 1.6 3 / 17-40 5yr 4/4 m2f 7yr5/6 . SIC 2msbk mfI cs 1vf .2 .3 Boring if 2 Boring X Pit Ground surface elev. 103.7 ft. Depth to limiting factor 21 inlelev.101.95 ft. Cnil Annllnatinn Qotn Horizon Depth :.. Dominant Color i•w�toc . .lunaa1t Redox Description Qu. .- Cont.L. 1 �. vvuav ui Texture Structure ....._ ,... vi. s�..iu' Consistence Boundary Roots GPD/Ft *fl #1 -Etr#2 1 0-10 7.5 3/2 -- LS 2mgr ml cw 3m .7 1.6 2 10-21 7.54/4 -- LS lfgr ml cw 3f .7 1.6 3 21-42 5yr 4/4 m2f 7yr 5/6 SCL 2msbk mfi Cs lvf .2 .3 CST Name (Please Print) Signal CST Number Ryan Van Ornum 11011 Telephone Number Address Date aluation Conducted 65907 Jolma Rd Marengo, Wi 8/22/2025 (715)413-0074 RECEIVE)Effluent#1nBOD>30s 220mg/LandTSS>30s150mg/l. *Effluent#2=BOD.s30mg/L andTSSs30mg/L AUG 262025 Bayfield Co. Planning and Zoning Agency 3 Boring # SBD-8330 (R03122) Page 2 of 3 Boring X Pit Ground surface elev. 99.9 ft. Depth to limiting factor 15 in./elev. 98.15 ft. I Snil Annlicatinn Rate Horizon Depth In. DominantColor Munselt RedoxOescription'Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft *Eff#1 *Eff#2 1 0-6 7.5 3/2 -- LS 2mgr ml cw 3m .7 1.6 2 6-15 7.5 4/4 -- LS lfgr ml cw 3f .7 1.6 3 5-40 - 5yr 4/4 m2f 7yr 5/6 SCL 2msbk mfi cs lvf .2 .3 Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in./elev. ft. Snit ennlrratinn Rata Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft *Eff#1 *Eff#2 —_____________ __________ —. ____________________ __________ 1 _____________ ____________ 1_________ ____________ __________ Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor €n.elev. ft. Snil Annfir_atinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Bouadaiy Roots " GPD/Ft *Eff#1 *Eff#2 * Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 a BOD, s 30 mg/L and TSS S30 mg/L ICI I L± 'li:i ::.I :. __ t __ -- iT... LL -. bcile L1/iI6..4,Dt I _L_ __ — iijij I f I L L. ' ..: .iiiziii :i L '�` /�'j 1 Iii.: ... .. .. .... . . a i i gy(y�1d Co. ; __ H1T j i-f-H LL.pj..J I I 1= _ .I HT1 '• �1 I j lit I • € ECEW ED 3EP 232025 Bayfield Co. planningyy ,nd zoning Agenc Mound Plan Index & Cover Sheet PAGE 1 OF 6 Component Manual Design References: Mound Version 2.1 (May 2022-2027) & Pressure Distribution Version 2.1 (May 2022-2027) Pg 1 of 6 Index & Cover Page Pg 2 of 6 Plot Plan Pg 3 of 6 Mound Cross -Section & Plan View Pg 4 of 6 Distribution Network Specifications Pg 5 of 6 Pump Tank Specifications Pg 6 of 6 Management Plan Attachments: Enclosures: Pump Curve POWTS Application for Review Tank Specs Soil Evaluation Report & Site Map Filter Specs Project Name I Description Somerville 2 BR Mound Owner Name(s): Jeffrey & Lisa Somerville Phone: 715 -222 -5424 Owner Address: 1122 1st St, Hudson, WI Zip: 54016 Project Address: 34640 S County Hwy J, Bayfield, WI 54814 Govt. Lot: 1/4 of .114, Section 15 , T 50 N -R 04 E ❑ or W ❑✓ Township: Bayfield County: Bayfield Project Parcel ID #: 04-006-2-50-04-15-4 00-112-10000 Designer Information Designer Name: Dean Blakeman Phone: 715 -682 -6050 Designer Address: 44941 State Hwy 13, Ashland, WI Zip: 54806 E-mail: dean@blakemanplumbing.com This space reserved for approval stamp. • 1092768 License Number: Conditionally APPROVED Remarks: DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES J SEE CORRESPONDENCE Signature: Date: � 3 202 Original signature required on each submitted copy. CHECK BOX AS APPLICABLE. CHECK BOX AS APPLICABLE. [] SOIL EVALUATION 0 Scale: 1=40' 60 80 SYSTEM PAGE 2 0F6 SITE MAP PLOT PLAN PROJECT NAME: d10z DESIGN FLOW: 300 GPO (10 tt gri) Somerville 2 BR Mound Attach design flow calculations for commercial plans. PROJECT ADDRESS: 34640 S County Hwy J, Bayfleld, WI 54814 Pipe Material / ASTM Standard (Tables 384.30-3 & 384.30-5) N Sanitary sewer. 4 / SDR 35 BM Symbol: BM Elevation: 100 Force Main: 1.5" / Schd 40 BM Description: nail in poplar 12" above ground Indicate north by IMPORTANT: Slope Gradient (%) 13% Well Symbol (if applicable): p drawing an arrow Show ground elevation contours at suitable intervals. of Tested Area: on the approprite line, ' I N Lot � ! i I f L ,WOODEP AREA a ! i , I 104.6 Co. j ; I ::.:: I AgnCy Planning pnd oni ` 103.7E i ] LLl I I I 1• ' ' proposed' Mound i ! I I ! 1 ! ; i j I t a , I o i , 1 o— 840/500 Sept!txTank i 1 r 99.9 ! ! I 98.7 1 ; i , 2 Bedroo I i i ; i 100' to E Lot Line r , O! I C: i t ! i I ' CLEAR AREP� •Over. 250'!to S )..ot Line 1 (line not to scale) i I ! I i , E ` , i if { '!! I - hestni t Dr a I II � i' ! i !� 1 ver 50 ' to S Coi my !HW J j , + i i 1 1 j` I I' f ! I ii► i I I) j ! e I i l i I l' i I: I: t !; ; 1 ! I ! I i I 1 ± ; I i 1! i I 1 i! II i i lE ! I ! i I!'! I f! i; i I! i ; I II III i i i s � i i i t Ill ! I I ! ! i i i t j!!► I+►+ i I I �I_� ! ! r i , i l! i� I i i 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 I. flhlN#I1MIN. liii 6.0" OF TOPSOIL COVER approved synthetic fabric) min. 1.0 ft - .r. '• ASTM C-33 SAND FILL min. 0.5 ft . '; = '''• }-- A = 6.00 ft --- I w= 28.50 g Plowed Surface Surface Contour Elevation = 103.70 ft (Show force main, manifold, and flush valve locations on plan view.) 10.00 % Slope _� Verify slope when on site. D= 1.75 ft E= 2.35 ft System Elevation = 105.45 ft Lateral InvertElevation = 105.95 ft x'11 Ir._ PLAN VIEW (No Scale) cc 1.25 " 0 Schdl 40 ' 5.00 a PVC Lateral J = 7.00 ft ft 2 (typical) (typical) —-------— ----- --------- _ _-- Y------ r - p Observation J 1 i — —_ Pipe (typical) a L -------------------------------------- ------------J B = 50.00 ft ft K= 11.50 i= 15.50 ft (typical) Bend as necessary to follow contour DOWNSLOPE TOE I . L = 73.00 ft 1 Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. Reset Pag!] C) m CA) O m O) W M 0 m m D DISTRIBUTION NETWORK SPECIFICATIONS (No Scale) FLUSH VALVE DETAIL (No Scale) Orifice in —• Center of Threaded Cap Valve Box Lateral Spacing S = 3.00 ft for Head Testing (insulation optional) (optional) rP122•r\ \ Shield orifices for Ball Valve ) gravelless applications (optional) / \ / l Lateral Length (P) = 48.48 • Orifices equally spaced: (check a) OR b) below] 1 1 a)jL along bottom of lateral Orifices equally spaced Flush Valve along bottom of lateral b) 0 along top of lateral Assembly with everyth hole (typical - see detail) facing down (riser pipes optional) 1.25 'O Schdl 40 PVC Manifold -0 cOW —o N y ?n uJ Q'a 1.5 "0 Schdl 40 P N O m PVC Force Main m (slope to pump tank 2 for drain -back) First Orifice (typical) Laterals to be level Schdl 40 PVC Lateral O = 1.25 in (typical) Number of Orifices per Lateral = 17 LATERAL INVERT ELEVATION = 105.95 ft (typical) Orifice Discharge Rate = .66 gpm Number of Laterals = 2 Last Orifice Lateral Discharge Rate = 11.22 gpm (typical) Orifice Spacing (X) = 3_in (typical) TOTAL DISCHARGE RATE = 22.44 GPM Orifice Diameter= in (typical) First Orifice OBSERVATION PIPE DETAIL (No Scale) Screw Type or V,•y `� Finished Grade Slip Cap (loose) (mulched & seeded) 4"0 PVC Pipe V4 -Topsoil Cover Top of pipe to terminate (min.1 foot) at or above finished grade . ; '�•'• ' (4) 1!4'=1l2" X 6' Slots @ 90 apart Anchoring Device ' •' •• •��•;•.• Infiltration '• Surface (typical) 1=1j END MANIFOLD CONNECTION Check applicable box. Manifold (riser pipe optional) D First Orifice (typical) I•-- xw2--{-�-x ---I (typical) (typical) CENTER MANIFOLD On Manifold CONNECTION O){riser pipe optional) RECEIVED SEP 23 2025 PAGE 5 OF 6 planningand Zor'�9 Agency SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 40 Vent Pipe >lo ft frum Building Electrical must comply with 12" Min. or 2.0 ft above SPS 316 and NEC 300 Established Flood Elevation Extend manhole riser as necessary, Weatherproof (typical) Junction Box Approved Approved Locking Manhole IMPORTANT: Vent Cep with Warning Label Attached (typical) Anchor tank(s) as necessary conduit pursuant to SPS 383.43(8)(g) 4" Min. or 2.0 ft above Established Flood Elevation (typical) j -Airtight Seal Finished Grade CAPACITIES @ 11.82 gal/in: 1 I , • 1 Depth (in) Volume (gal) A 25.75 304.36 B 2.0 23.64 [C] 3.25 38.4 D 12.00 141.84 * Pump Tank Liquid Level = 43 in Force Main Diameter = 1.5 in Force Main Length = 70 ft Force Main Void Volume = 6.44 gal Quick Disconnect I 18" Min. (typical) 1 * 1 Weep • Approved Joints with Hole Approved Pipe 3 ft onto A Solid Ground (typical) _. Alarm B _on I Pum PUMP -OFF p ___.off A ELEVATION = 94.20 ft ° _______Concrete INSIDE BOTTOM Block __ELEVATION= 93.20 ft 3" Approved Bedding Material Beneath Tank [C] Total Dose Volume (TDV) = 38.4 gal/dose L (5X total lateral void volume ≤TDV < 0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 22.44 gpm PUMP TANK: Volume = 500 gal Manufacturer: Weiser Pump Manufacturer: Goulds Pumps Pump Model: EP04 (See attached pump curve.) Controls/Alarm Manufacturer: SJE Rhombus Controls/Alarm Model: PSP 2 WI FED Float switches containing mercury are prohibited. Vertical Head = 11.75 ft + Min. Supply Head = 2.5 ft + FM Friction Loss = 3.22 ft + Fitting Loss* = .75 ft 'v(min. supply head x 0.3) = TOTAL DYNAMIC HEAD = 18.22_ ft SEPTIC TANK(S): Total Volume = 840 gal Manufacturer(s): Weiser Install approved effluent filter at the septic tank outlet immediately upstream of the pump tank inlet. Filter Manufacturer: Polylok Filter Model: PL -525 RECEIVE SEP 237025 Bayfield Co. Planning and Zoning Agency IMPORTANT: Mound Management Plan PAGE 6 OF 6 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 300 gpd; BOD5 ≤ 220 mgL4; TSS S 150 mgL'1; FOG ≤ 30 mgL4 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 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. 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: Blakeman Plumbing & Heating, inc. Phone: 715-682-6050 Local government unit: Bayfield County Zoning Administration Phone: 715-373-6138 Local government unit address: 117 E 5th St, Washburn, W1 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. ITT RECE WED SEP 23 2025 Bayfeld Co. Planning and Zoning Agency PERFORMANCE RATINGS Total Head (ft. of water) Gallons Per Mi•nute EP04 EP05 5 53 — 10 46 62 15 36 55 20 21 46 25 0 33 30 iIIi rnu cnn rc 10 9 8 7 z 6 U 5 4 Iia COMPONENTS Item Description 1 Impeller 2 Base 3 Pump Casing 4 Mechanical Seal 5 Ball Bearings 6 0-RIngs 7 Power Cord B Oil Filled Motor 9 Motor Housing/ Stator Assembly 10 Motor Cover 10 9 5 4 3 r GOULDS PUMPS Wastewater ub:p.u. 1 1 41 •1 i •u 0 2 4 6 8 10 12 m'/h CAPACITY 3 rn 113" lI ll fi 4" CAST -A -S ll II ,III FILTER OR ll II / BAFFLE IIII i. TOP VIEW SIDE VIEW 4" CAST -A -SEAL '/ENT OUTLET PAD I TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS W840/500 -MR TANK SPECIFICATIONS DIMENSIONS: , m a o WALL• 2 1 /2" BOTTOM: 3" a a COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 59 1/2" O.D. LENGTH: 113 3/48" O.D. *� WIDTH: 93" O.D. BELOW INLET 48" O.D. LIQUID LEVEL• 43" a k' - WEIGHT 11,150 LBS. 9n w c 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 0 (OTHER STATES SEE CHART) LIQUID CAPACITY: 19.61 GAL/IN (SEPTIC) Lu ta 11.82 GAL/IN (PUMP) LOADING DESIGN: 8' 0" UNSATURATED SOIL II.I CIL) z 00 TANK CAN BE USED AS: W IL) SEP11C/SEPTIC, SEP11C/PUMP OR SEPTIC/SIPHON o I 0 COVER: MIX DESIGN #8 (NO FIBER) co TANK: MIX DESIGN #10 STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE I z 0< L17 � F U) DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: SHEET NO. APPROVAL DATE: 1 PRODUCTS NEEDED BY: ,,,0F1 RECEIVED PA2l® ��aa Inc. Innovations in Preoasl, oiainags Zabel' & waslaivalcr Products A olvslon of Polook Inc SEP 23 2025 gayfield Co. planning and Zoning Age 'Y PL -525 Effluent Filter PL -525 Filter The PL -525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL -122, the Polylok PL -525 has an automatic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off the system so the effluent won't leave the tank. I le Features: • Rated for 10,000 GPD (gallons per day). • 525 linear feet of 1/16" filtration. • Accepts 4" and 6" SCHD 40 pipe. • Built in gas deflector. • Automatic shut-off ball when filter is removed. • Alarm accessibility. • Accepts PVC extension handle. PL -525 Installation: Ideal for residential and commercial waste flows up to 10,000 gallons per day (GPD). 1. Locate the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. 3. Glue the filter housing to the 4" or 6" outlet pipe. If the filter is not centered under the access opening use a Polylok Extend & Lok or piece of pipe to center filter. 4. Insert the PL -525 filter into its housing. 5. Replace and secure the septic tank cover. PL -525 Maintenance: The PL -525 Effluent Filters will operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be done by a certified septic tank pumper or installer. 1. Locate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filter is removed. 4. Pull PL -525 cartridge out of the housing. 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. 6. Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted. 7. Replace and secure septic tank cover. 1/16" Filtratil Accepts 4" & 6" SCHD 40 pipe m Switch tlonal) :cepts 1" PVC tension Handle Rated for 10,000 GPD 525 Linear Ft. of 1/16" Filtration Slots .-, ®Certified to NSFIANSI Standard 46 Gas Deflector Automatic --: Shut -Off Ball Outdoor SmartFilter'O Alum Polylok Zabel & Best filters accept the SmartFilter® switch and alarm. Extend & Lolc°' Easily installs into existing tanks. Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: 203.284.8514 www.polylok.com Provides convenient wiring connection and system monitoring for pump station3IitfIi niiiriWnP.l applications. The PS Patrol° system features a built -In high water alarm and provides a convenient location to connect all wiring required for a pumping station installation. The PS Patrol° system employs a receptacle to accept a 120 VAC pump and piggy -back style pump switch. 'it's........ - The sleek, angled design of the clear enclosure includes a removable cover for ., easy access for field wiring, All Internal components are sealed within the cover for protection from the elements. The red LED illuminates the cover in an alarm condition for easy 360° visual identification. Available with or without 32" mounting post. Shown with Mounting Poet U.S. Patent Not. 0790,703 and 9.472,932 STANDARD { l • Controller meets Type 3R watertight standards and is designed for ALARM VOLTAGE: 120 VAC outdoor use • Built-in high water alarm PUMP VOLTAGE: 120 VAC • Removable cover provides greater access for field wiring and service ENCLOSURE SIZE: Controller with post X 5° X 39" • Controller can be purchased with standard 5' square plastic post 5" Controller without post 5" X 5 x 6° or can be mounted on 4" schedule 40/80 PVC pipe or conduit ' (customer supplied) RECEPTACLE: 120 VAC - NEMA Type 5-15 • Automatic alarm reset, horn silence and alarm test • AUXILIARY CONTACTS 120 VAC 360° visual alarm; audible alarm 0.5 amps max,, 60/60 Hz • Red LED Illuminates cover in alarm condition (circuit not supervised) Green Power On light ALARM HORN: 82 decibels at 10 feet Auxiliary alarm contacts included for easy attachment of remote ALARM RM FLOAT: SJE SlgnalMaster control switch with mounting clamp Receptacle for easy connection of pump and piggy -back pump switch i Ec"jE1VED Cord seal Included for sealing switches and pump cable Electrical potting cavity provides easy reliable method to seal power SEP 2 3 2025 cables. (User to provide duct seal) CSA Certified �n� ttayrwlo Co. Pianniml ono Zoning Agency Five-year limited warranty • Mercury or mechanical pump switches • Various cord lengths • Riser assembly adapter • Dual alarm (2nd alarm Input - Yellow LED illuminates cover in alarm condition) • Elapsed Time Meter (ETM) • Pump circuit breaker Available with or without 32° post 4 SJE RHOMBUS. California Prop 65 requires ha fallowing:®WACNING cancer and Reproduclvo Namt- v=v.P95Warnings.ca.gov 1-888-DIAL-SJE • 1-218-847-1317 1-218-847-4617 Fax SEE REVERSE SIDE FOR ORDERING INFORMATION, email: customer.service@sjelnc.ccm SEE PRICE BOOK FOR LIST PRICE. www.sjerhombus.com B.73 Product of fedrg and pnckw ore subject to change without notice. 8.74 Please Wst www.sjerhombus.cam for the most current information PSP2 120V [ MODEL PSP2 MODEL 0 120V STARTING DEVICE 1 = SJE PumpMester° pump switch (0-13 FLA) • 2 = SJE PumpMester` Plus pump switch (0-15 FLA) • 3 = 120 VAC Double Float• pump switch (0-15 FLA) 5 = Super Single" pump switch (120V = 0-15 FLA) 6 = No pump switch 7 = 120 VAC Double FloatMaster pump switch (0-15 FLA) • FLOAT SWITCH APPLICATION BH = pump down (select 17 option) X = no floats OPTIONS Listed below CODE DESCRIPTION I: 1J Duo alarm Inputs Q 1V Vertical Reed Switch (must select 1J) Q 6A Elapsed time meter Q 1OX No Mounting Post Q 15-P Pump breaker specify 0 or 1 after number 15 followed by letter "P" 0= 15 amp breaker (0-7 FLA) 1 20 amp breaker (7-15 FLA) (Ex. 151P = 20 amp breaker, 7-15 FLA) RECEIVED SEP 232025 Bayfield Co. Planning and Zoning Agency CODE DESCRIPTION Q 16A 10' cord In lieu of 20' (per float) (Does not apply for Double Roat' or Double Floor Mosterpump switch) [] 168 15' card In Ileu of 20' (per float) 16C 30' card in lieu of 20' (peg -float) (] 16D 40' cord In Ileu of 20' (per float) 17A SJE SlgnelMaster` / pipe clamp (alarm float) • 17J Sensor Floats / pipe clamp (alarm float) 22F PSP Assembly Kit • Mechanically -activated A Mercury -activated Part Number. Model Number - - - Description `FLA Weight 1022729 PSP2120VBH17A PSP212CN no pump switch, 20' SJE SignalMaster', with mounting post 0.15 13 lbs. 1019021 PSP2120V6HI51Pl7J PSP2120V, no pump switch, 20' Sensor Float`, 20A circuit breaker, with mounting post 7-15 13 lbs. 1022575 PSP2120V6HBA17A PSP2120V, ETM, 20' SJE SlgnalMaster°, with mounting post 0-15 14 lbs. 1022677 PSP2120V6Ht W8A17A PSP2120V, Duo alarm, EIM, 20' SJE SlgnelMaster' S VRS, with mounting post 0.15 15 lbs. 1019434 PSP2AB6H16B17A PSP2120V, no alarm, no pump switch remateTAMB,15' SJESIgndt1aster', with mounting post 0-16 16 lbs. 1011651 Assembly It Riser Extension Coupling and Washers n/a 10 lbs, 4 SJE RHOMBUS. www.sjerhombus.com customerservice@sjeinc.com 05000060 -SPEC 10/19 C 2018 SJE, Inc. All Rights Reserved, SJE RHOMBUS is a uademerk of SJE, Inc. PS Patrol® System with 120V Alarm RECEIVED Installation Instructions SH 23 2025 Planning and Zoning Agency ELECTRICAL SHOCK HAZARD Disconnect all ure for sources before se Mrious Failure to da so could result In serious Infury or death. This control panel must be installed and serviced by a licensed electri- cian in accordance with the National Electric Code NFPA-70, state and local electrical codes. r r Figure 1 Figure 2 3.5 inch (9 cm) minimum tether length Install alarm float and pump float. (Mounting Clamp detail) Figure 3 Wide angle* float system, 'SJEPumpMastei, SJEPumpMaster® Plus, SJE Double Float- Master and Double Float- pump switches DETERMINING PUMPING RANGE (IN INCHES) Super Single® pumping range tether length 3,5 5 7._ 9 till.13 ,15 s pumping range 6 `' 75 r10 "11 12.5•1lll 3.5: SJE PumpMaster®P& ® SJE PumpMaster lus pumping range tether length 9 't4 18 '•`22, pumping range T^c:' 10 TF 22 28 33 36 SJEiJhombus. 22650 County Highway 6 / P.O. Box 1708 N Detroit Lakes, Minnesota 56502 USA 1.888-DIAL-SJE (1-888-342-5753) ■ Phone: 218-847-1317 N Fax: 218-847-4617 E—mail: customer.servlce@sjerhombus.com / Website: www.sjerhombus.com PN103v311 AJE.Rhambas 7A•Rav10114 ■ Pump power cord, alarm float cable, Riser mounting kit and pump float cable (optional) r ECOVED SEP 23 2025 Run cables through optional riser mounting kit and post. Holding base, run cables through cord seal holes. Finiira A Punch out power cable knock outs as shown. Note: Only remove knock outs for number of cables used. Figure 7 Figure 6 I. Con&th PVC pipe (customer supplied) Mount PS Patrol® to post. Note: PS Patrol® can be mounted to optional square plastic post as shown in Figure 7 or 4 inch conduit / PVC Pipe (customer supplied) as shown in Figure 8. Use #8 x 1" screws only. ,U alarm power rIncoming pump power L1' Alarm I`. N float switch Connect alarm power, pump power and alarm float switch as shown, Figure 11 PSP cord Pum receptacle : plug Pump switch,/'ETM plug(optional) Plug pump switch piggy -back plug into PSP cord receptacle if using optional ETM plug this into back of pump switch piggy -back plug. Plug pump in last. If ETM is used, snap into location as shown. Arrange cords as WARNING: Failure to have the plugs in order describe shown. Receptacle is inserted into pocket. Push excess cord back as shown will effect proper operation of system. through cord seal. Install PVC dowels into unused holes of cord seal. Duct seal Use electrical duct seal to fill around incoming power cords. Ensure pocket is filled completely and the gaps filled around each cable. WARNING: Failure to do so will allow sewer gases to enter control panel causing corrosion and failure of electrical components. Figure 12 ETM (optional) snaps into base •Fill unused holes in cord seal PSP receptacle with PVC - j ,j fits into pocket dowels - ---. Firmly tighten cord seal nut so that cables do not Install cover on base and screw into place. move and cord seal is held in place. Figure 15 Turn on power and test alarm by pressing the test silence switch. Horn will sound and alarm light will illuminate. ELECTRICAL SHOCK HAZARD Disconnect all power sources before servicing. Failure to do so could result In serious injury or death. SEP 232025 Co. ,ning A9eogt SJE-RHOMBUS® warrants to the original consumer that this product shall be free of manufacturing defects for five years after the date of consumer purchase. Duringthattime period and subject to the conditions set forth below, SJE- RHOMBUS®will repair or replace, for the original consumer, any component which proves to be defective due to defective materials or workmanship of SJE-RHOMBUS®. ELECTRICAL WIRING AND SERVICING OF THIS PRODUCT MUST BE PERFORMED BY A LICENSED ELECTRICIAN. THIS WARRANTY DOES NOT APPLY: (A) to damage due to lightning or conditions beyond the control of SJE- RHOMBUS®; (B) to defects or malfunctions resulting from failure to properly install, operate or maintain the unit in accordance with printed instructions provided; (C) to failures resulting from abuse, misuse, accident, or negligence; (D) to units which are not installed In accordance with applicable local codes, ordinances, or accepted trade practices, and (E) to units repaired and/or modified without prior authorization from SJE-RHOMBUS®. and alarm float. When pump float is lifted, the pump will turn on. When alarm float is lifted, the alarm horn will sound and alarm light will illuminate. Some states do not allow limitations on how long an implied warranty lasts, so the above limitation may not apply to you. Some states do not allow the exclusion or/imitation of incidental orconsequential damages, so the above limitation or exclusion may not apply to you. This warranty gives you specific legal rights, and you may also have other rights which vary from state to state. TO OBTAIN WARRANTY SERVICE: The consumer shall assume all responsibility and expense for removal, reinstallation, and freight. Any item to be repaired or replaced under this warranty must be returned to SJE-RHOMBUS®, or such place as designated by SJE-RHOMBUS®. ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS ARE LIMITED TO THE DURATION OF THIS WRITTEN WARRANTY. SJE-RHOMBUS® SHALL NOT, IN ANY MANNER, BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES AS A RESULT OF A BREACH OF THIS WRITTEN WARRANTY OR ANY IMPLIED WARRANTY. _^'7` 13Y cY [iJ ltl t l r ��ISP�� rc Ef7( 7� i e e- • •d a # .�_ss �e,! {PAL P ea e p _ • .e .• Description of Operation IIfIzhwARw1NozhI 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 Coat (reverse order for pump up applications). Features 2"- 60" Pumping Range Flexible SJOOW (UL, CSA), water resistant, rub4 f fc l le 15 Full Load Amps High Impact PVC, Housing F` a t Operating Temperature 0-140 F Float Housing 3.25" D x 4.55" L SEP 232025 Installation Baylield Co. Planning and Zoning Agency 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. 3. Tether the bottom float at 3", tighten the clamp on the discharge pipe. 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 (!p Model---Punap'Actfvates-on-LowepFloat - — --- ---- Pump Up (STOP) PUMP RANGE 2" to 6d' I (START) Note: To achieve minimum pump range the bottom float must be mounted as high as possible and clamped on the back side of pipe (Fig. 2) rather Than 'front side" as shown (Fig. 1). Wiring (FIg. 3) - Hard Wire Installation with Bare Leads or Piggy Beck Plug Removed WIRE USING JUNCTION BOX T2 TI (Fig. 2) Note: To achieve minimum pump range the bottom float must be mounted as high as possible and clamped on the back side of pipe as shown above (Fig. 2). (FIg. 4) - Bare Leads by Removing Piggy Back Plug (0oubleMaxT must be 230VAC model) e*tImXiI G L2 L1 WIRE USING POWER SOURCE JUNCTION BOX SLACK t WHITEIREo._. G 1 RBO—J PUMP G T2T1 (Fig. 5) - Factory Ordered with Bare Leads r G L2 Li WIRE USING POWER SOURCE JUNCTION BOX atA G ( REO�J PUMP G T2T1 Aileron Industries • PO Box 821 Hawley, MN 56549 • P: 218-483-3034 • F: 218-483-3036 • alderonind.com 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 tch Type of Pump Max Pump Max PumpF7L3 ping Activation Control Run Current Start Current I ge PumpMaster° WPSActivated Mechanically 1/2 HP, 120v 1 HP, 230V 13A, 120V 13A, 230V 85A,120V6 85A,230V1cm)1 inSJE • SJE PumpMaster• I Mechanically I Activated Mechanically 1/2 HP, 120V ( 1 HP, 230V 3/4 HP, 120V 13A, 120V 13A, 230V 15A, 120V I 85A, 120V 85A, 230V 85A, 120V 't-36 in (18.91 cm) 7.36 in SJE PumpMaster' Plus Activated i 2 HP, 230V 15A, 230V 85A, 230V (18-91 cm) SJE PumpMaster° SPOT Mechanically 1/2 HP, 120V 13A, 120V 85A, 120V 7 - 36 in (Single Pole, Double Throw) Activated 1 HP, 230V 13A, 230V j 85A, 230V (18-91 cm) Double Floar Master MUST use if do, SJE AnIpMaster SJE VerticalMaster (For Lmlted 59,00 Applicdllonsi SJE MicroMaster'AC/DC Mechanically 15 FLA, 90LRA 15A, 120V 90A, 120V 3 -48 In Activated 120 or 240V 15A 240V 90A, 24OV (7.6 -122 cm) <7" unless using VerticalMaster below Mechanically 11/2 HP, 126V • 20A, 125V 120A, 125V 9 - 24 in - Activated 3 HP, 250V 20A, 250V 120A, 250V (23 - 61 cm) Mechanically 1/2 HP, 120V 13A, 120V BOA, 120V .75 - 6.5 in Activated i 1 HP, 230V 12A, 230V 60A, 230V (2-17 cm) SJE MicroMaster' Plus WS Use pump 10A, 12VDC 100A, 12VDC Mechanically �9}'-36 in run and ! 10A,12VDC I BOA,125V Activated (20 - 91 cm) start current BA, 250VAC 60A, 250V • Use pump Mechanically 13A, 125V 78A,125V I 8- 36 in run and Activated 12A 250V 72A, 250V (20 - 91 cm) start current Use pump SJE HiTempMaster'" Mechanically run and 13A, 125V 78A, 125V ajt- 36 in Activated 12A, 250V 72A, 250V I (20-91 cm) start current California Prop 65 requires the following: JWf1r ;?,•,er lnd,gaproductive Harm - www.P65Wamings.ca.gov �trr ii VV CCLLJJ 888-DIAL-SJE (888-342-5753) SEP 232075 customer.service@sjeinc.com www.sjerhombus.com SJE RHOMBUSBaffieldCo. asamaee ere. 'Planning and Zoning Agency SJE RHOMBUS Is Inc. r trademark of SJE, Inc. Private Sewage System Maintenance Agreement Owner(s) Name JEFFREY & LISA SOMERVILLE Owner(s) Mailing Address 1122 1st St., Hudson, WI 54016 Site Address 34640S COUNTY HWY J, BAYFIELD, WI 54814 Tax ID # 6075. As owner, I (we) do hereby certify the private sewage system will be installed in accordance with the certified soil tester's report and approved plans and specifications on file with Bayfield County Planning and Zoning Department. The system will be operated in such a manner as to meet the designed plans. I (we) agree to maintain said private system at the below listed location in accordance with rules established in the WI Adm. Code, as from time to time amended. (COMPLETE Legal is required) 1/4 of 1/4 Section 15 Township 50 N. Range 04 W. APOSTLE HIGHLANDS SPRINGHILL SOUTH LOT 10 Additional Legal Description: SEE ATTACHED Town of BAYFIELD Lot 10 Block Subdivision (Acreage) 1.55 Gov't Lot Lot CSM # Vol. Page CSM Doc # DOCUMENT NUMBER 2025R-609307 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI RECORDED 09/23/2025 AT 2:32 PM RECORDING FEE: $30.00 PAGES: 2 Recording Area Return To: Planning and Zonin Department R C VED Bayfeld Co. ❑ In -ground gravity ❑ In -ground dosed ❑ in -ground pressure distFbution Sewag S9sttm: ® 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 maybe 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. Or ner(s) Name(s) — Please Print JEFFREY & LISA SOMERVILLE Notarized Owner(s) — Signature(s) Drafted by: MELINDA WALLACE Date: 09/12/2025 Subscribe nd sworn to before me on this date: Nota, (T ry P lic My Co Expires: IS24. 4. OF ��.. u/forms/sanitary/septicmaintenceagreement Revised July 2020 LOT 10, PLAT OF APOSTLE HIGHLANDS, SPRINGHILL SOUTH, TOWN OF BAYFIELD, BAYFIELD COUNTY, WI TAX ID NUMBER: 04-006-2-50-04-15-4 00-112-10000 S15 T 50N R04W SEP 242025 Bayfield Co. planning and _.•c;ir.; Agency BAYFIELD COUNTY SANITARY PERMIT (#04)-25-136SR STATE SANITARY PERMIT OWNER: JEFFERY E & LISA J SOMERVILLE ERVI LLE GOVT LOT: LOT: BLK: SUBDIVISION: Apostle Highlands Springhill 1/4 1/4 SEC: 15, T 50 N, R 4 W TOWNSHIP: Bayfield SOIL TEST: 114-25 NEW SYSTEM SYSTEM TYPE: Mound 224 in. of suitable soil PLUMBER: DEAN BLAKEMAN TRACY POOLER DATE: 10/24/2025 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 #: 25-136S LICENSE: # 1092768 Condition: THIS PERMIT EXPIRES 10/24/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION BAYFIELD COUNTY SANITARY PERMIT (#04)-25-136S STATE SANITARY PERMIT OWNER: JEFFERY E & LISA J SOMERVILLE GOVT LOT: LOT: BLK: SUBDIVISION: Apostle Highlands Springhill 1/4 1/4 SEC: 15, T 50 N, R 4 W TOWNSHIP: Bayfield SOIL TEST: 114-25 NEW SYSTEM SYSTEM TYPE: Mound 224 in. of suitable soil PLUMBER: DEAN BLAKEMAN TRACY POOLER DATE: 9/30/2025 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: # 1092768 Condition: THIS PERMIT EXPIRES 9/30/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION