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Request for Sanitary Inspection (24 Hrs. in Advance) Fax or email this form to Zoning Dept (24 Hrs.) prior to when you want an inspection Fax (715) 373-0114 or Email zoninci(obayfieldcounty.wi.gov Note fl Time Change fl Discrepancy fl Other Phone Number Blakeman Plumbing & Heating, Inc. 715-682-6050 Plumber: Fax Number Email Address Homeowner: Loon Haven Holdings LLC - Todd Hogen steven.waby@blakemanplumbing.com Immediate Phone Number So Zoning Sanitary Dept can call you right back (if needed) 26-228 Permit #: 715-685-4128 Plumber's Choice Dept No Inspection(s) during this time Date: 6/01/2026 ■ Cni■ Tuesday (9:30 am - 12:15 pm) (Tracy) Plumber's Choice Zoning Dept Time: 200pm Township: Grandview Address # & Road Name: 47400 Triangle Dr Cable, WI 54821 or Directions To Site: Comments: Mound Inspection ** Plumbers you must verify any change(s) by fax or email ** Notes from Zoning Dept: July 2025 Request for Sanitary Inspection (24 Hrs. in Advance) Fax or email this form to Zoning Dept (24 Hrs.) prior to when you want an inspection Fax (715) 373-0114 or Email zoning(a)bavfieIdcounty.wi.gov Note Time Change fl Discrepancy fl Other Phone Number Blakeman Plumbing & Heating, Inc. 715-682-6050 Plumber: Fax Number Email Address Homeowner: Loon Haven Holdings LLC - Todd Hogen steven.waby@blakemanplumbing.com Immediate Phone Number So Zoning Sanitary Dept can call you right back (if needed) Permit #: 26-22S 715-685-4128 Plumber's Choice ng Dept No Inspection(s) during this time Date: 5/27/2026 y Tuesday (9:30 am - 12:15 pm) (Tracy) Plumber's Choice Zoning Dept Time: 2:00pm 'A ca ____ Township: Grandview Address # & Road Name: 47400 Triangle Dr Cable, WI 54821 or Directions To Site: Comments: Plow and septic tank Inspection /( '7 I ** Plumbers you must verify any change(s) by fax or email ** Notes from Zoning Dept: U July 2025 no-16p, Private Onsite Wastewater Treatment Systems ( POWTS),Inspection Report (Attach to Permit) In G LOON HAVEN HOLDINGS LLC P' 1131 LIMERICK LN u uses PriVac Laws 15.04 1 m P HARTFORD WI 53027 City Village Town of: Inforration setback to: &WICL Sanitary ermlt No: State Pian'Transactlon ID#: Parcel Tax No: TYPE MANUFACTURER CAPACITY Prop. Line I Well F Building Air Intake Road Se ticLlfc5elr 110 0D % ZU N/A Dosin N/A Aeration N/A Holding Pump I Siphon Information Pump Manufacturer tI L urn` // / Demand GPM M240 Filter Man to er flvII Z� TOH Lift Friction Loss I Head Total Forcemain Lengthp0 Di� 7/ Dist To Well O Disnersal Cell Information DIMENSIONS Widqi Len # of Cells ` SETBACK FROM Prop.. Line Biding Well OHWM Type of Cell Manufacturer. Model Number. Pretreatment Unit Manufacturer. Model Number. Elevation Data STATION BS HI FS ELEV Benchmark J7fl A /cc: /(357 0 0 0 Bldg. Sewer Tank Inlet °L / 9 ?_ Tank Outlet Dose Tank Inlet Dose Tank Bottom Inst. Contour to g. Header I Manifold Distribution Pipe Infiltrative Surface 2 .i. Ho . Final Grade X Pressure Header / ManJIold Length Dla // 2 Distribut on Pi / Length Dia �� Spac X Hole Size (9. % S 6 X Hole bservation Pipes Specfng�'' Z s ❑ No Soil Cover y r Depth Over 1 Depth Over j Depth of I Seeded I Sodded Mulched Cell Center I Cell Edges I Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code_dis pancie ns present, etc.) v,liD✓cs O S d- C L .c c.7/ °b5 P`�s x,,11 ,ter s Ian revision required? ❑ Y JOo ( for info lion. ioor ;e other side additional Date ICWTS Inspector's Signature License Number 'RnAl1n rR ngi91) Property Owner Information BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715) 373-0114 e-mail: zoninga()bavfieldcountv.oro Web Site: www.bavfieldcounty.org/147 LOON HAVEN HOLDINGS LLC 1131 LIMERICK LN HARTFORD WI 53027 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 As you know � Ke. "-' c\ was contracted by you to install a private onsite wastewater treatment system on your property (Tax ID# above). To know when your system will be due for servicing please go to www.septicsearch.com Notes: Abandonment of Old System to meet all applicable code requirements: Tank was pumped by: :• Tank was crushed I removed and pipes disconnected by: on at AMIPM On b Z6 at 2 - (AM 1 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: U/forms/sanilarypropertyowner-input April2019 ,►Rr�' �, Department of Safety Count' & 2 rofessional Services, Bayfield Sanitary Permit Number (to be filled in by Co.) : S 7l7Indust Services Division -9-O0 C, — Sanitary Permit Application State Transaction Number Ste-" — In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit Project Address (if different than mailing address) is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are 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. 47400 Triangle Dr, Cable, WI 54821 :I..Application Information —Please Print AllInformation PropertyOwner's Name Parcel # Loon Haven Holdings LLC 7ENTERED 16774 Property Owner's Mailing Address Property Location 1131 Limerick Ln Bayfield Co. Govt. Lot City, State Zip Code P1INOLBed Zoning Agency Hartford, WI 53027 414-807-5483 '/, Y4, Section 27 T 44 N R 06 E ort TI.,T ►ge'_ofBuddift ' fg- eck`ell that apply)_ Lot # * I or 2 Family Dwelling — Number ofBedrooms 3 Subdivision Name Block # ❑ Public/Commercial — Describe Use O City of ❑ State Owned — Describe Use O Village of CSM Number s Town of Grand View III: T e-i f�POWTS Peri lifi Check'either: Wi,i ' Yp or "Re laceinenf-' and other a lit abIi til ne A Check o e° ox'on Lne-B' Gom Iete Iinie:C ' - ,, ti r .rY r a- ' licable. A. S stem YKReplacementY System Other Modification to Existing System❑ Y (explain)(explain) Additional Pretreatment Unite lain xpi)New B. ❑ Holding Tank ❑ In -Ground At -Grade El Mound ❑ Individual Site Design ❑ Other Type (explain) (conventional) C. ❑ Renewal Before ❑ Revision ❑ Change of Plumber ❑ Transfer to New Owner List Previous Permit Number and Date Issued Expiration IYDispersal/Treatffi iztArea and:TankIiifornriation '-" `—' `' • ` �-' Design Flow (gpd) Design Soil Application Rate(gpd/sf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) I System Elevation 450 1.0 450 450 109.9' Capacity in Total # of Manufacturer , Tank Information Gallons Gallons Units 1, o '$ o New Tanks Existing Tanks Combination o a Septic or Holding Tank 10001 1600 1 Weiser Concrete ✓ ❑ Dosing Chamber 600 ❑ •:t C�'y�i'`i+.�F•-" Resptinsibilitl►,;Statement-;� ...r-.-. J. .3 .xi::r ti•ti�.'a.`.....�L✓.: the undersiged, ass_ame responssibiltty fob 1listallation:of the -POT so_w}1'on`th at ache�pians: P�+•._ �..�:� r;^..`•:,� Plumber's Name (Print) er's Sign 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 =y] VICou11 /De wentU1 17.e O j3 T J4 f r�s Y l Y 1 4•: Approved O Disapproved Permit Fee Date Issued Issu g t S ature ❑ Owner Given Reason for Denial �W -- 3 !1/37/ 3 Conditions of Approval/Reasons for Disapproval �7 .f�� H (ale / � ,� .�sP � 4 � �r��'' �. Attach to complete plans for the system and submit to the County only on paper not less than 8 1/Z x 11 inches in size SBD-6398 (R. 03/22) \i'ieconsiri Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way Madison, WI 53705 March 16, 2026 RCCVIt3L: D MAR 242026 ''o,, Phone:608-266-2112 Web: http://dsps.wi.gov S i ce, Email: dsosemisconsin eov Tony Evers, Governor Dan Hereth, Secretary CUST ID NO.: 1092768 Identification Numbers Co. DEAN BLAKEMAN P9lannin Plan Review No.: PWTS-032600302-C 44941 STATE HIGHWAY 13 a, Bayfield=oning A�'ancy Application No.: DIS-022608584 ASHLAND, WI 54806 Site ID No.: SIT -156681 Please refer to all identification numbers in each correspondence with the Department. CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/16/2028 MUNICIPALITY: TOWN OF GRAND VIEW BAYFIELD COUNTY SITE: LOON HAVEN HOLDINGS LLC 47400 TRIANGLE DR CABLE, WI 54821 S27 T44N R06W FOR: Design Wastewater Flow Value: 450 Bedrooms: 3 Limiting Factor(s): 10 Inches Maintenance Required: Effluent Filter CONDITIONALLY APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICE DIVISION OF INDUSTRY SERVICES eldehxmvn. 03/1612026 SEE CORRESPONDENCE Mound Component Manual - Version 2.1 (May 2022-2027) • A full size copy of the approved plans, specifications, and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare do not proceed until it dries. • Abandon Existing System per SPS 383.33 • Pump Floats to be set and verified per approved plan. Any changes may result in pump resizina to meet TDH and GPM Specifications. • Divert surface water from POWTS Area. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Tank Installation to follow all manufacture's recommendations. • Verify property line(s) prior to installation. Well setbacks to meet chs. NR 811 & 812. Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the POWTS Dispersal Area must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. 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(11. • 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 10 1.12(2), nothing in this review shall relieve the designer ofthe 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. R EGEIVEb Sincerely, Fee Required: $250.00 Heidi Eide MAR 2 4 2026 Fee Received: $250.00 Balance Due: $0.00 Bayfield Co. Refund Expected: $0.00 Planning ad 'i 1Q Agency Division of Industry Services Phone: Email: OONI1TIONALLY APPROVED PAGE 1 OF 6 DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES Mound Plan ald.�� �OM25 Index & Cover Sheet SEE CORRESPONDENCE 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 RE,CEIVEU Pg 5 of 6 Pump Tank Specifications Pg 6 of 6 Management Plan 11AR 242026 Attachments: Enclosures: Plannin Pump Curve POWTS Application for Review Septic Tank Specs Soil Evaluation Report & Site Map Effluent Filter Specs Pump Switch & Alarm Specs Project Name I Description Loon Haven Holdings LLC 3 BR Mound Bayfield Co. g and Zoning Agency Owner Name(s): Loon Haven Holdings LLC - Todd Hogen Phone: 414 -807 -5483 Owner Address: 1131 Limerick Ln, Hartford, Wl Zip: 53027 Project Address: 47400 Triangle Dr, Cable, WI 54821 Govt. Lot: 114 of .114, Section 27 , T 44 N -.R 06 E ❑ or w1 Township: Grand View County: Bayfield Project Parcel ID #: 04-021-2-44-06-27-4 05-012-30000 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 Remarks: Signature: Original signature required on each submitted copy. Date: 2/27/292(, . CHECK BOX AS APPLICABLE. CHECK BOX AS APPLICABLE, LI SOIL EVALUATION p Scale: 140 40' 60 80 ✓0 SYSTEM PAGE 2 OF 6 SITE MAP PLOT PLAN PROJECT NAME: (10 ft grid) jp2DESIGN FLOW: 450 GPD Loon Haven Holdings LLC 3BR Mound VZA Attach design flow calculations for commercial plans. PROJECT ADDRESS: 47400 Triangle Dr, Cable, WI 54821 Pipe Material I ASTM Standard (Tables 384.30-3 & 384.30-5) N Sanitary Sewer. 4" PVC I D3034 BM Symbol: - BM Elevation: 100FT Force Main: 2" PVC /_D1785 BM Description: Top of well casing Indicate north by IMPORTANT: Slope Gradient (%) 3% Well Symbol (if applicable): 0 drawing an arrow Show ground elevation contours at suitable intervals. of Tested Area: on the approprite Line. //4?(X-B110895 �O W/l B fh / 6- MAR 242026 Bayfield Co. Planning 4�, Z; Wing Agency 109' 2" Sch80 PVCForce.Main— -4" insulated .3034. gravity drainpipe.. E c Well Well _ Heavily Wooded Site Yard Clearing I, 30' of 4" 3034 pipe - �p��+,� i -0- !. •� o�� Trap ers o • 1000/600 Septic Tank , Lake' •S Lot Lipe is Lake Shore Approx 300' ' '(line not to scale) w= 20.75 ft MAR 24 2026 Bayfield Co. 0.5" TO 2.5" wASF (9RE'G'A�'E�'�,ency (min. 6.0" beneath distribution pipe - min.2.0" fl11jj over distribution pipe and covered with approved synthetic fabric) SINGLE -CELL MOUND DISPERSAL AREA D= .833 ft MIN. 6.0" OF TOPSOIL COVER E = 1.01 ft min. 1.0 ft System Elevation = 110.7 ft ASTM C-33 SAND FILL L� Lateral Invert Elevation = 111.2 ft min. 0.5 ft r �__.. CROSS SECTION VIEW T i�- A - 6.00 ft --I ..� • (No Scale) Plowed Surface 1%/ •%,/ •%�i %, Surface Contour 3.00 % Slope Elevation = 109.9 ft (Show force main, manifold, and flush valve locations on plan view.) PLAN VIEW (No Scale) 1.25 "0 Schdl 40 PVC Lateral = 5.75 ft 7.5 ft (typical) (�'pi`l) — — I 3 Observation_o I I----------------------- ------- Pipe �tyPi��----------- � L ---------------- ---------------------- ------------J B = 75 ft K= 8 ft = 9 ft (typical) Bend as necessary to follow contour DOWNSLOPE TOE 1. L= 91 Ii Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. Reset Page D C m W O 11 O) DISTRIBUTION NETWORK SPECIFICATIONS S�cErv�No Scale) MAR 2 4 Z0Z6 FLUSH VALVE DETAIL (No Scale) Bayfield Co. '-�nsn f� ency Planning -�� �'�f 9 Lateral Spacing Orifice in — Valve Box 3.00 ft Center of Threaded Cap (insulation optional) S = --- for Head Testing (optional) Shield orifices for gravelless applications N Ball Valve 1 (optional) / ) N ` / ` Lateral Length (P) = 3_ft (riser pipes optional) 1.25 "O Schdl 40 PVC Manifold 2.0_"f SchdlQ80 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 =12 Orifices equally spaced: [check a) OR b) below] --- a) .ji along bottom of lateral >`"- Orifices equally spaced Flush Valve along bottom of lateral b) 0 along top of lateral Assembly with every th hole (typical - see detail) facing down LATERAL INVERT ELEVATION = 111.23 ft (typical) Orifice Discharge Rate = 54 gpm Number of Laterals = 4 Last Orifice Lateral Discharge Rate = _� gpm (typical) Orifice Spacing (X) = 38.4 _ in (typical) TOTAL DISCHARGE RATE = 25.92 GPM Orifice Diameter =_ in (typical) First Orifice OBSERVATION PIPE DETAIL (No Scale) Screw Type or •• •� . Finished Grade y W Slip Cap (loose) •�'+• • (mulched & seeded) 4"0 PVC Pipe - :::/ Topsoil Cover Top of pipe to terminate ' (min. 1 foot) at or above finished grade (4) 1/4"-1/2" X 6" Slots @ 90 apart Anchoring Device , .'• •��'; ; . Infiltration Surface (typical) ❑ END MANIFOLD (riP I) CONNECTION Check applicable box. Manifold (riser pipe optional) D First Orifice (typical) G) I-- X _T_ xiz xt2 _{_ x (typical) (typical} CENTER MANIFOLD 0 Manifold 21 (riser pipe optional) CONNECTION O) PAGE 5 OF 6 •. r SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 40 Vent Pipe >10ftfrom Building 12" Min. or 2.0 it above Established Flood Elevation (typical) Approved IMPORTANT: \ Vent Caa Anchor tank(s) as necessary pursuant to SPS 383.43(8)(g) Finished Grade CAPACITIES @ 11.82 gal/in Depth (in) Volume (gal) A 30.31 358.26 B 2.0 23.64 [C] 6.45 76.26 D 12 141.84 * A B I * Pump Tank Liquid Level = 51 in D Force Main Diameter = 2 in Force Main Length = 180 ft Force Main Void Volume = 29.45 gal Electrical must comply with MAR 2 4 2026 SPS 316 and NEC 300 Bayfield Co. Weatherproof Extend manhole riser as n6 1S@#, 4� V Toning Agency Junction Box Approved Locking Manhole with Warning Label Attached (typical) Conduit 4" Min. or 2.0 ft above Established Flood Elevation (typical) Airtight Seal Quick Disconnect 18' Min. . . a (typical) Weep "\-_Approved Joints with Hole Approved Pipe 3 ft onto Solid Ground (typical) Pump R I f b_Off Concrete Block 3" Approved Bedding Material Beneath Tank [C] Total Dose Volume (TDV] = 76.26 gal/dose (5X total lateral void volume <_ TDV <_ 0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 25.92 gpm PUMP TANK: Volume = 600 gal Manufacturer: Weiser Pump Manufacturer: Gould Pump Model: WE0511 H (See attached pump curve.) Controls/Alarm Manufacturer: SJE Rhombus Controls/Alarm Model: PSP2 Float switches containing mercury are prohibited. PUMP -OFF ELEVATION = 90.00 ft INSIDE BOTTOM ELEVATION = 89.00 ft Vertical Head = 21.23 ft + Min. Supply Head = 3.5 ft + FM Friction Loss = 2.67 ft + Fitting Loss* = 1.05 ft '(min. supply head x 0.3) = TOTAL DYNAMIC HEAD = 28.45 ft SEPTIC TANK(S): Total Volume = 1000 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 -122 PAGE 6 OF 6 Mound Management Plan IMPORTANT: The owner of this mound system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow 450 gpd; BOD5 5 220 mgL''; TSS 5150 mgL 1; FOG 5 30 mgL" Inspection Checklist INSPECT EVERY 3 YEARS o type of use N IAR 2 4 20126 o age of system o nuisance factors (i.e. odors, user complaints, etc.) Bayfield Co. o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) Planning ar,.r _cnng/lgency 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 tanks) 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: Local government unit: Bayfield County Zoning Phone: 715-373-6138 Local government unit address: 117 E 5th St, !Washburn, Wl ZIP: 54891 Blakeman Plumbing & Heating, Inc Phone: 715-685-6050 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. Wastewater APPLICATIONS Specifically designed for the following uses: • Homes, Farms, Trailer Courts, Motels, Schools, Hospitals, Industry, Effluent Systems SPECIFICATIONS MAR 24 Z026 Pump • Solids handling capabilities:'/4" id co. rianrung an %using Agency • Discharge size: 2" NPT • Capacities: up to 140 GPM • Total heads: up to 128 feetTDH • Temperature: 104°F (40°C) continuous, 140°F (60°C) intermittent. • See order numbers on reverse side for specific HP, voltage, phase and RPM's available. MOTORS • Fully submerged in high-grade turbine oil for lubri- cation and efficient heattransfer. • Class B insulation on t' -1½ HP models. • Class F insulation on 2 HP models. Single phase (60 Hz): • Capacitor start motors for maximum starting torque. • Built-in overload with automatic reset. METERS FEET 40r 130 35 30 = 25 u 2 4 20 15 10 5 0 PAGE 2 to 0 )0 70 30 ,0 i0 • SJTOW or STOW severe duty oil and water resistant power cords. • %-1 HP models have NEMAthree prong grounding plugs. '1½ HP and larger units have bare lead cord ends. Three phase (60 Hz): • Class 10 overload protection must be provided in separately ordered starter unit. • STOW power cords all have bare lead cord ends. • Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, can be operated continuously with- out damage when fully submerged. • Bearings: Upper and lower heavy duty ball bearing construction. • Power Cable: Severe duty rated, oil and water resis- tant. Epoxy seal on motor end provides secondary moisture barrier in case of outerjacket damage and to prevent oil wicking. Standard cord is 20'. Option- al lengths are available. • O-ring: Assures positive sealing against contami- nants and oil leakage. AGENCY LISTINGS S �, Tested to UL 778 and CSA 22.2 108 Standards By Canadian Standards Association File #LR38549 c us "0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM 0 5 10 15 20 25 30 35 m3/hr CAPACITY CC . L n 114Z" TOP VIEW 4" CAST -A -SEAL EYED MAR 242026 Bay field Co. Planning a,;r^gig Agency 4" VENT SIDE VIEW t• TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS TANK SPECIFICATIONS DIMENSIONS: WALL• 2 1/2" BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 69 1/2" O.D. LENGTH: 114 7/8" O.D. WIDTH: 93" O.D. BELOW INLET: 57" O.D. LIQUID LEVEL• 51" WEIGHT: 12,380 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET, CAST -A -SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 19.61 GAL/IN (SEPTIC) 11.82 GAL/IN (PUMP) LOADING DESIGN: 8' 0" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP OR SEPTIC/SIPHON COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT 1MESER CONCRETE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: 0 0 a • LU CD 8u, 00 I-l-JaC4 N W0 I' gII;O Iu 00 II SHEET NO. 1 OF 1 POL4C]C Inc InnovadonsinPrxasc DrainageZabel• &WanewatarProduots ® ADMsion of Polylok Inc. PL -122 Filter The PL -122 was the original Polylok filter. It was the first filter on the market with an automatic shut-off ball installed with every filter. When the filter is removed for regular servicing, the ball will float up and prevent any solids from leaving the tank. Our patented design cannot be duplicated. MAR 24 2026 PL -122 Effluent Filter Bayfield Co. Planning aoa Zoning Agency Features: • Offers 122 linear feet of 1/16" filter slots, which significantly extends time between cleaning. • Has a flow control ball that shuts off the flow of effluent when the filter is removed for cleaning. • Has its own gas deflector ball which deflects solids away. • Installs easily in new tanks, or retrofits in existing systems. • Comes complete with its own housing. No gluing of tees or pipe, no extra parts to buy. • Has a modular design, allowing for increased filtration. PL -122 Installation: Ideal for residential waste flows up to 3,000 gallons per day (GPD). Easily installs in any new or existing 4" outlet tee. 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 outlet pipe, or use a Polylok Extend & Lok if not enough pipe exists. 4. Insert the PL -122 filter into tee. 5. Replace and secure the septic tank cover. PL -122 Maintenance: The PL -122 Effluent Filter 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. 1. Do not use plumbing when filter is removed. 2. Pull PL -122 cartridge out of the tee. 3. Hose off filter over the septic tank Make sure all solids fall back into septic tank. 4. Insert filter back into tee/housing. Polylok offers the only filter on the market where you can get more GPD by simply snapping our filters together] Patent Numbers 6,015,488 & 5,871,640 Outdoor SmartFilter® Alarm Polylok Zabel & Best filters accept the SmartFilter® switch and alarm Filter Ready Adapter Connects to Septic Tank Wall Accepts 1/2" PVC Extension Handle Alarm Switch (Optional) 122 Linear Ft. of 1/16" Filtration Slots liter Housing with ' & 4" Pipe Adapter Filtration Slots 3,000 GPD O Deflector ,matic Shut -Off Ball www.polylok.com 1-S77-765-9565 These mercury and mechanically activated pump switches provide automatic control of pumps in non -potable water and sewage applications. They are well -suited for confined applications requiring a large pumping range. They are not sensitive to rotation or turbulence. The Double Float' and Double Float ° Master pump switches consist of two floats. Each float contains a heavy-duty mercury or mechanical switch, The float assembly contains a holding relay which enables the floats to function in series. The holding relay eliminates pump chatter in turbulent conditions allowing the Double Float' and Double Float' Master pump switches to operate relay control panels for larger pump applications. Mechanically activated switch. • Adjustable pumping range of 3 to 48 inches (7.6 to 122 cm) with increased pumping range up to 6 feet (1.8 meters) available. Five-year limited war�ar1,Y"y.; j i tJ L D MAR 2 4 2026 PREVENTATIVE MAINTENANCE • Mercury activated switch. • Adjustable pumping range of 1.75 to 48 inches (4.45 to 122 cm) with increased pumping range up to 6 feet (1.8 meters) available. • Five-year limited warranty. • Periodically inspect the product check that the cable has not become wom or that the housing has not been damaged so as to impair the protection of the product Replace the product immediately if any damage Is found or suspected. • Periodically check to see that the float Is free to move and operate the switch. • Use only SJE Rhombus' replacement parts. The Double Float• pump switch contains mercury and MUST be recycled or disposed of according to local, state, and Federal codes. Ave -Year Limited Warranty. For complete terms and conditions, please visit www.sjerhombus.com NOTICEI Products returned must be cleaned, sanitized, or decontaminated as necessary prior to shipment to ensure that employees will not be exposed to health hazards in handling said material. All applicable laws and regulations shall apply. Double Float' pump switch is a registered trademark of SJE Rhombus'. Failure to mount floats as outlined below may inhibit switch operation. 1. Determine pumping range for installation as shown in Figures B & C. 2. If floats are mounted less than 16 Inches (40.6 cm) apart, mount floats at a 90' angle from each other as shown in Figure B. 3. Place cord into clamp as shown in Figures A and B. 4. Locate the clamp at the desired activation level and secure to discharge pipe as shown in Figure A. NOTE: Top and bottom floats are labeled. Ensure they are mounted per Figures B 9 C. 5. Tighten the hose clamp using a screwdriver. Over tightening may result in damage to the plastic clamp. Make sure the float cable is not allowed to touch the excess hose clamp band during operation. 6. Mount the top float in a similar manner. Stow excess cable away from float operation. 7. Check installation. Allow system to cycle to insure proper operation. NOTE: All hose clamp components are made of 18-8 stainless steel. See your SJE Rhombus supplier for replacements. FigureA 3.5 inch (9 cm) minimum tether length • Electrical outlet must not be located in pump chamber. • Electrical outlet voltage, piggy- back plug voltage, and pump voltage must match. 1. Follow steps 1 through 6 of "Mounting The Switches." 2. Insert 120 VAC piggy -back plug into 120 VAC outlet or 230 VAC piggy -back plug into 230 VAC outlet. 3. Plug pump into piggy -back plug as shown in Figure B. 4. Check installation. Allow system to cycle to insure proper operation. Figure B - Double Float® the line going to the load Is always UOS. This condition exists if the switch Is on or aft lnstad double polo disconnect on all 230 VAC circuits. 1. Follow steps 1 through 6 of 'Mounting The Switches.' 2. Wire switch as shown below. NOTE: Switch voltage and supply voltage must match to ensure proper operation of switches. 3. Check installation. Allow system to cycle to insure proper operation. Figure C - Double Float® Master U If floats are mounted less than 16 Inches (40.6 cm) apart, mount rats at a 90' angle from each oth G N L7 JUNCTION POWER BOX SOURCE B O IS G va LOAD G N L1 POWER SOURCE RECEIVED 4 SJE RHOMBUS. MAR 242026 Technical Support: +1 800-746-6287 Bayfleld Co. techsupport@sjerhombus.com Planning aid 2dn ng Apency www.sjerhombus.com Technical Support Hours: Monday - Friday, 7 A.M. to 6 P.M. Central Time JUNCTION BOX PN 10D891J o120 0 2020 SJE, Inc. All Rights Reserved. SJE RHOMBUS Is a trademark of SJE, Inc. 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 -beck 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 Nov. 0780703 and 9,472,932 • Controller meets Type 3R watertight standards and is designed for ALARM VOLTAGE: 120 VAC 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 01 • Five-year limited warranty M3 3 [.141(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 Collfomla Prop 65 requires the following: ®WARNING Cancer and Reproductive Hann - www.P65Warnings.ca.gov SEE REVERSE SIDE FOR ORDERING INFORMATION. SEE PRICE BOOK FOR LIST PRICE. PUMP VOLTAGE: 120 VAC ENCLOSURE SIZE: Controller with post 5" X 5" X 39" Controller without post 5" X 5" x 8" 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 I' AR 24 Z026 Bayfeld Co. Planning an_' ZeningAgency 4 SJE RHOMBUS. 1-888-DIAL-SJE - 1-218-847-1317 1-218-847-4617 Fax email: customer.service@sjeine.com www.sjerhombus.com B.73 B.74 Pease visit www.sjerhombus.com for the most ainentlnfommtion 'SP2H_H__ 120V [ MODEL PSP2 MODEL 0 120V STARTING DEVICE 1 = SJE PumpMaster' pump switch (0-13 FLA) • 2 = SJE PumpMaster Plus pump switch (0-15 FLA) • 3 = 120 VAC Double Float pump switch (0-15 FLA) A 5 = Super Singlepump switch (120V = 0-15 FLA) 6 = No pump switch 7 = 120 VAC Double Float' Master pump switch (0-15 FLA) • FLOAT SWITCH APPLICATION BH = pump down (select 17 option) X = no floats OPTIONS Listed below CODE DESCRIPTION 1J Duo alarm inputs 1V Vertical Reed Switch (must select 1J) BA Elapsed time meter Q 1OX No Mounting Post Q 153 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) of I'�LD i, ,ii 2 4 2026 Ban<Id Co. Plar.rlin9 _ _rdcg A' ency CODE DESCRIPTION 16A 10' cord in lieu of 20' (per float) (Does not apply for Double Poor or Double Roar Master pump swito111 O 16B 15cord in lieu of 20' (per float) Q 16C 30' cord in lieu of 20' (per float) Q 16D 40' cord In lieu of 20' (per float) 17A SJE SignaiMester / pipe clamp (alarm float) • 17J Sensor Float' / pipe clamp (alamo float) 22F PSP Assembly Kit • Mechanically -activated A Mercury -activated Part Number Model Number Description FLA Ship Weight 1022728 PSP2120VBH17A PSP2120V, no pump switch, 20' SJE SignalMaster', with mounting post 0-15 13 lbs. 1019021 PSP212WSH151P17J PSP212W, no pump switch, 20' Sensor Roar , 20A circuit breaker, with mounting post 7-15 13 lbs. 1022576 PSP212OV6HBA17A PSP212W, EM, 20' SJE SignalMasteP, with mounting post 0-15 14 lbs. 1022577 PSP2120VSH1JVBA17A PSP2120V. Duo alarm, ElM 20' SJE SignalMaster' S VHS, with mounting post 0-15 15 lbs. 1018434 PSP2ABBH1GB17A PSP2120V, no alarm no pump witch ante 7AAB, 15'SUE S�S steT', with nnourtig post 0-15 16 lbs. 1011551 Assembly Kit Riser Extension Coupling and washers n/a 10 lbs. SJE RHOMBUS. www.sjerhombus.com customer.service@sjeinc.com 9500088G -SPEC lobe 0 2D18 SJE, Inc. All Rights Reserved. SJE RHOMBUS is a trademark of BJE. Inc. I 9S•0071? Private Sewage System Maintenance Agreement Owner(s) Name one , n 1t-1 ©Icl (�,[�, Todd Hogen / Manager / Owner(s) Mailing Address Elapi�mrn 1131 Limerick lane, Hartford, WI 53027/dS Site Address 47400 Triangle Drive, Cable, WI 54821 Tax ID # 16774 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 27 Township 44 N. Range 6 W. Additional Legal Description: see attached Warranty Deed and Survey Town of Grand View (Acreage) 7.6 Gov't Lot 11 & 12 Lot Block_- Subdivision - Lot CSM # Vol. Page CSM Dec # 2022R-596607 DOCUMENT NUMBER 2026R-61 1524 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 03/24/2026 AT 12:32 PM RECORDING FEE: $30.00 PAGES: 4 Recording Area Return To: RECEIVED Planning and Zoning Department MAR 252026 • aPInninQad7omrAenc ❑ In -ground gravity ❑ In -ground dosed 0 In -ground pressure distribution Sewage System: ® Mound ❑ At -grade Sewage System ❑ Other Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date :.f 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 pending on the ground surface. Mounds. At -grade, and In -ground 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 Baytield County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazard caused by the system. Bayfleld County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges may be places' on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided by law. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property. Owner(s) Name(s) — Please Print Loon Haven Holdings, LLC Todd Hogen, Manager Notarized Owner(s) — Signature(s) Drafted by: Todd Hogen, Man Date: 2/8/2026 Subscribed and sworn to before me on this date: 1 'r' ''r a Public FV.•' .'�'j' f :' Commissio x ires: : - I '..08LId ,1 �'�uaura�aMv� u/formslsanitary/sepiicmaintenceagreemerst Revised July 2020 ECEVD MAR 2 5 2026 Bayfield Co. Planning ng Agency State Bar of Wisconsin Form 1-2003 WARRANTY DEED Document Number 2022R-596607 Daniel J. Heffner Document Number Document Name Register of Deeds Bayfield County, WI THIS DEED, made between Mark J. Rinderle and Debra S. Rinderle. husband .and wife sec. Irvivnrshin marital pmp ty ("Grantor," whether one or more), and Loon Haven Holdings LLC ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in BAYFIELD County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): See the annexed Exhibit A. Recorded 10/04/2022 at 9:48 AM Recording Fee: $30.00 Transfer Fee: $990.00 Pages: 2 Electronically rccordcd Recording Area Name and Return Address Loon Haven Holdings LLC 1131 Limerick Lane Hartford, WI 53027 17044-22 04-021-2-44-06-27-4 05-012-30000 Parcel Identification Number (PIN) This IS NOT homestead property Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. Dated 3?) X) - ?1J4J4I (SEAL) & (SEAL) * Mark J. derle * Debra S. Rinderle _(SEAL) (SEAL) * AUTHENTICATION Signature(s) �1�111 1ttrIl authenticated on * ` •• V TITLE: MEMBER STATE OPI5 O INS (If not, = I. Obi.•'• `� to me known to be the person(s) who executed the foregoing authorized by Wis. Stat. ��,� ' einstrumen d acknowledged the same. THIS INSTRUMENT DRAFTED Bh'9t11m1 aa� ATTORNEY MAX T. LINDSEY, SB#1 112865 Notary Public, State of Wisconsin Anich, Wickman & Lindsey, S.C. Ashland, WI 54806 My Commission (is permanent) (expires: ) 1 (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED m 2003 STATE BAR OF WISCONSIN FORM NO. 1-2003 * Type name below signatures. ACKNOWLEDGMENT STATE OF WISC SIN ) )ss. COUNTY ) Personally came before me on 3� '�► the above -named Mark J. Rinderle and Debra S. Rinderle Bayfield County Register of Deeds Document #2022R-596607 Page 1 of 2 MAR 25 2026 Bayfield Co. EXHIBIT "A'+ Planning ai,. z;n;ng Agency A parcel of land in Government Lots Eleven (11) and Twelve (12), Section Twenty-seven (27), Township Forty-four (44) North, Range Six (6) West, Town of Grand View, Bayfield County, Wisconsin, described as follows: Commencing at angle point 14, as established during the U.S.G.L.O. Resurvey of said Section 27, in 1922; thence running S.3°02'W., 382.65 feet to an iron pipe, which is the point of beginning; thence from said point of beginning by metes and bounds: S.3 °57'E., along the East right of way line of town road, 224.71 feet to a point; thence 5.13 °41'W., along said right of way 266.19 feet to a point; thence S.6°34'E., along said right of way 210.39 feet to a point on the east right of way of town road and north side of outlet of Trappers Lake; thence N. 75 °32'E., along the north side of outlet, 353.55 feet to a wooden post; thence northeasterly along water's edge of Trappers Lake, 466.10 feet, more or less, traverse at which is as follows: N.49°52'E., 109.44 feet to a point; thence N.43 °51'., 235.10 feet, to a point; thence N.28 °47'E., 121.56 feet to the northerly line of this parcel; thence N. 67 °56'W., 674.07 feet to the point of beginning. ALSO, a parcel of land in Government Lots Eleven (11) and Twelve (12), Section Twenty-seven (27), Township Forty-four (44) North, Range Six (6) West, described as follows: Commencing at angle point 14, as established during the U.S.G.L.O. Resurvey of said Section 27, in 1922; thence running S.3°02'W., 382.65 feet to an iron pipe, which is the point of beginning; thence running N.3°02'E., retracing the last course described, 101.46 feet; being along the easterly side of town road; thence running S.67 °56'E., 707.90 feet, more or less, to a stake on the shore of Trappers Lake; thence running S.14 °34'W., being a traverse along the shore of said lake, 91.52 feet to a sta:.e; thence running N. 67 °56'W., 674.07 feet, more or less, to the point of beginning. Together with al lands lying between the boundary lines extended to the water's edge of Trappers Lake and to the outlet creek thereof. Bayfield County Register of Deeds Document #2022R-596607 Page 2 of 2 MAR 2 5 2026 Bayfieid Co. MAP OF SURVEY A PARCEL OF LAND LOCATED IN GOVERNMENT LOTS 11 & 12 OF SECTION 27. T. 44 N., R. B W., IN THE TOWN OF GRAND VIEW. TTAYFTELD COUNTY, WISCONSIN S 893632 E ........................ .......5 95.93'.... TP' 14 CDR 1 Y f I536.eY E 1/4 COIL 00C.27 SZC. 27 2 -IA. BI1x55 � v d c2' Q I °0.W I Ic�.c1 *1* 1*fl1*1G0 I GIPPm aLa cart I„1 . fauna - w 1/4 ro PA.B. _ —` S 68.3°f' Iry� E1MTM ARE N0a61 (Fl) { \--1 A*. { ^7 - I S i �-' or Aa V' 0.4E Ewta+ { 1 .a ��� 1a..'. SPOT ELEVATION { 1 sse,� I �, I. PLTER A. NELSON, PRGFa90WK LAND SOMK1OR N 710 01011E OF 1VaCOWSWL 1050OY CERTI7 11AT 24 112 OROEA OF TODD ID000. I WAVE SOiTVEYED AM MAPHED A P01W. OF 1)101505107 N COVF1R81FM 5715 11 t 12 OF SEClO 4 27. L 44 L. $15 0. IM 111E 10211 OF CRMO YEK 112305 COIAIIZ 0000120 1021 1) IMP a A 150E 1600*011411000* O► SNO 20040.11 TMA1 SAD SL*VEY AMO NAP RAl0 COMPLY 16011 SHE PRONS10M OF C0MPI2 A -E 7 OF TIN: 06001401 ADMISTRATME COOS: AND 1D 1ME 8057 0* II! y. .� H' I ..• 1 � ,or p 0100E 7'j � 3 / :)3 w..1 xsn taA.1INA-1♦ .. vj •lRf DOC. NO.I 2022R-596607 i�Wp.O tP TAMfO.wn �% / rI.iLN t431� 1�• AP I Sllfb ~1-1 err N TOTAL AREA / ss4 331,700 'SQ. FT.± a 7/ I �, 7.61 AC. f ��� r If I I 4 / tit Sy 9 (0101p0 y,,�1X'f �..,�/ — - PaOPOTM oWI$'IDI* {A 110 Va. a A is OF sECIN1H 27. L 44 N» 2.14.. IN 710 010171 or *0 As roLl5ws: I NOTES: 10.E AINlI OYATE 0i6%1NN/ NRI 001701 LN4E (o1M) a TRAHE9 TARE a APPROWME 010*02 6020 P.60004 QLT. ANY LANG BLOW 71[ 020827 NON OATOL I1ME OF A 011E 02 00.000012 0700014 6 SUBMY 110 710 PUOUO TRW IN/10103011 1rATENS TWR LS EFDAUSHM 010210 015001E of 07107102 I of 114E STATE CONSCOUIDN. 50400 OTIE 6100-40 FIST O 80 ISO 240 4A78IO(1a (8Y -I) • 002*0 I -ROM PPE (I% 1041455 AWED woos POPE Q I -1 4001 1 SIT 160 AIA414r !D n2gW MEP0ASSOlt FW MWIA >deS AW OtRW DVACV ® AaCpOSfD SYPlC TO LOGRE T10 P07/E OF (120010. COOMM AT A Y 2*7*0 0.1.0. *0117XOR AT 116 EASE 1/4 000101 OF SAD SEC7DN 27 AND NRI N 04ri•SL' 0. 1000.07 RLT 0041120.001- OIST 1/4 (12 OF S1 SMU N 27 10 A 1-1/4- IMON P00 ON 110 *00 04Y ROWR OF 0011 LD0 OF 7NAtR'AF OWL rtaNOE (SAW SAO DST - 2*20 1/4 {0.E AND OM SAO 01000001 R101R OF 0AY LAO. 3 W4G20' E, 100.17 FEET W A 1' *700 FPG 60400 21*2 POOR OF 00*0 O, 1)0200 FROM SAID PCRMT OF 6*70*010 III 10:103 NO B00N00. lF1OrINC SAO FAS[d0Y 606707 0.00*210. $ 60'13'23' 1. 707.23 FEET 70 A 3/4' 010$ PWE $1001022 006002. 1614010 a N 61'1373 % 11 FEET, IORE Cl ILSS 1202 THE OROO*T $121 2002 1N E OF TRAPFEO LAKE. 1100202 A MEOW UNE NTAR 540 0OIYNl1006101015 LIE. S 107! S2' Si. 91.60 FEEL TO A 1/2' IIOII 011-11/4' WON PPE 0600071* 1011541E 6 713 . SA.77 14 0.10140 $20 IDA 1607100 A 11-/4 0000 -1/4' $1011 PIPE *0010 R CORNFiR, +000+1 a . 110203 502t06 4. *30.51 A N OB51'2t 4.20 FEET. 1011E OR IES7. FROl1 SO 01 KW NE.71 02106 11W1 MICE LEVAND SAID NOWDfA 161001 11 1' SION1 0470.149.20 FEET. 110*70 N 0040'2 11010011 10136 FTET 70 161$ POQIF 20216104 7007105*4 $6'3O' 4.224.621W TD IA*1 L171G EEIIMEE11P0*011.006010�6E NOY/ MM t 11*2 NCO TIK IAi01t�;RYK110R1a 7.50 L OF 19012* IR 1� A D5110 002220*4 OF 111E IOT IDES 10 NO ORLOUEI 1601 01802 110. D HOCEN AM X2>_ou. AT s&FY P5000102.01 As 437 1 81 OR 730 FBQW .2101 LAW 10671 SUPERIOR PLUMBING MECHANICAL (715)278-3456 CST# 221939 Scale: 1" = 40' 1 alb PIN: 4605 7.7 Acres NW SE S12 TSON R4W Town of Bayfield Bayfield Co. 4-3.n=CJeI Customer Name: Bonney-Bayfield Prop LLC Adress: PO Hoc 10 Barfield, WI 54814 SITE: 86405 St. Hwy 13 Bayfield WI Phone #: 715-209-1645 Email: bayfieldconstruction@hotmail.com 4 N tIbiO dal /10 /d 11 k •.•' )R'oo2J5ot__I:LL:d:L___ '1 3 .• r, Wisconsin Department ofSafetyandProfessionalServices MAY 2'7 2025 age of ��` ::', �� Division of Industry ServicesUi SOIL •EVALUATION - REPORT rBAYFIELID o, Zoning Dept. .ln.accordance with.SPS 385, Wis...Adm..Code Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM); direction andpercent slope; Parcel ID. 17 11779' scale or dimensions, north arrow, and location and distance to nearest road.04-021-2-14-06.27 05-012-30000 Please print all information. �Rqvle"�j Date Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). . 4izf' 1qiiIi 4 Property Owner Property Location 21 -LOON HAVEN -HOLDINGS LLC Govt. Lot 1/. *A. S T 44 N R -06 E (or)' W • Property Owner's Mailing. Address Site Ac'a--- -- "M and Lot#: 1131 LIMERICK LN 47400 Qty LAKE RD City State Zip Code Phone Number 11 City Village © Town Nearest Road' HARTFORD WI 53027 414-807-54 GAD VIEW TRAPPERS LAKE RD NewConstruction Use.JResidential/Numberofbedrooms 3 Cod earl - flp rate4550 GPD Replacement ❑ Public or commercial —Describe:___________ Describe: FlooB P m i va f aN hirable ft. Parent material General comments and recommendations: MOUND ELEVATION 110.70' MAR 2 42026 Bayfield Co.[i-J 27fr Boring# ❑Boring 108.95 Planning and AgencyZc;nng108.70' aPit Ground surface elev. ft. Depth to limiting factor In. / elev. ft. Soil Annliratlon Rata Horizon Depth In. Dominant Color Munseii Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-5 7.5YR 3/4 SIL 3FGR MVFR CW 3VF-CO 0.6 0.8 2' -5-12 7.5YR4/2 SIL 2FBK MVFR CW 3F -CO 0.6 0:$ 3 12-27 7.5YR 4/3 SIL 1 MBK MFR AW IM 0.4 0.6 4 27-45 7.5YR4/3 2.5YR 4/6 F1 F SL 0M — — 0 0.2 0.6 FREE WATER AT 40" Boring # DBoring 109.95' 2755 107.70' ®Pit Ground surface elev. ft. Depth to limiting factor in.! elev. ft. Soil Annllration Rate • Horizon Depth In. Dominant Color Munsell Redox Description, Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *EfJ *Eff#2 1 0-6 7.5YR 3/4 SIL 3FGR MVFR CW 3VF-CO 0.6 0.8 2 .6416 7:5YR4/2 SIL 2FBK MVFR CW 3F -CO .06 0:8• 3 18-27 7.5YR 4/3 SIL IMBK MFR AW . IM . 0.4 0.6 4 27-48 7.5YR 4/3 2.5YR4/6 FIF SL 0M — — 0 0.2 0.6 FREE WATER AT45" CST Name(Please.Print) Si CST Number KEVIN McKINNEY—fr 224234 Address Date Evaluation Con cted Telephone Number 11130 LEONARD SCHOOL RD CABLE WI 54821 05/21/2025 715-798-3494 * Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 5150 mg/L "Effluent #2 = BOD,.5 30 mglL and TSS 5 30 mg/L SBD-8330 (R04/21) ciog paA -45a (a/q1 t c U Eiio Boring IHI3 n 9 Pit MAY 272025 ® ��'~''�• _ . 109.40' ground surface elev. ft. f 2 o 3 . Page_ 26" �o7.2a= Depth to limiting factor in./ elev. ft. I Snil Annl€rain RateF Horizon a th1tiQ. In. Mroior Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/F12 *Eff#1 *Eff#2 1 0-6 7.5YR 314 SIL 3FGR MVFR CW 3VF-CO 0.6 0.8 2 6-15 7.5YR 4/2' SIL 2FBK MVFR CW 3F -CO 0.6 0.8 3 15-26 7.5YR 4/3 SIL 1 MBK MFR AW 1 M 0.4 0.6 4 26-48 7.5YR 413 2.5YR 4/6 F1 F SL OM - - 0 0.2 0.6 LIIIBoring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. I elev. ft. I Snit Annticatinn RafeI Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 L Planning. { -'_mint, Agei cy Boring # ❑ Boring ❑ Pit Ground surface e[ev. ft. Depth to limiting factor in. / elev, ft. I Sail Annlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont: Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots* GPD/Ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD > 30 s 220 mglL and TSS > 30 s 150 mglL * Effluent #2 = BOD, s 30 mg/L and TSS 5 30 mg/L — A)6r 3o'q9 Gaius.d s FO r By i k/ ES/W SoY f'� c to /' �/D/ e '1 4paoo Nap `Ta(f( ,9(/n / T�AD, HOGEN PAGE 3 OF 3 LOON HAVEN HOLDINGS LLC HOGEN 1131 LRAMCK LN HARTFORD WI 53027 �pY 27 2025 N 414-807-5483 DePt. Bay ie d Co. �onn9 P PARCEL LOCATED AT 47400 TRIANGLE DR - TOWN OF GRAND VIEW - S27 T44N R06W ' .. . PIN 04-021-2-44-06-27-4 05-012-30000 BM TOP OF WELL 0 40' MOUND ELEVATION 110.70' SCALE 1"=40' B2 109.95; RETAINING WALL WALKOUT ELEVATION 91.80' EX[SITING SYSTEM. -i.LGLiV D MAR 242026 Bayfield Co. Planning ;: Zon;ng A' ency TRAPPERS LAKE 86.50' +/- RECEIVED AR 242026 Bayfield County, WI q JG'LE •R - - T x T PRPIb/TaX ID'#39575>S. 4.4 1aIRInIJ Lc OR' -:. •o, , RONAISr) HEL5TERN'TR - ,/ � �_�� - J � _ ice. f - yY ' L Y j �jYI{ y -- � ,rye 1 ;�}4`!v' 5 iRl r:�lt! �L'E DR t" '�. y ' .." + Sct ... '�tt'�. .�- .. .. __ :T # 16772 ..aP ID/flax ID6774 f LYMEN '. ` LOONiHAVEN HOLDIN68�LLC .x h: - y�yyy�']'yyy. - r' ` . RA TPLA PER K k! E .M. -y .-t4� .a Yf! �,,c'5►�'+F�'w .. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-22S STATE SANITARY PERMIT OWNER: LOON HAVEN HOLDINGS LLC GOV'T LOT: LOT: BLK: 1/4 1/4 SEC: 27, T 44 N, R 6 W TOWNSHIP: Grand View SOIL TEST: 41-25 REPLACEMENT SYSTEM SYSTEM TYPE: Mound 224 in. of suitable soil PLUMBER: DEAN BLAKEMAN TRACY POOLER DATE: 3/26/2026 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: # 221123 Condition: Old System needs to be properly abandoned per SPS 383. Garage with 1 bath - storage not for human habitation or sleeping (23-0262) THIS PERMIT EXPIRES 3/26/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION