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HomeMy WebLinkAbout25-119SRequest 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 zonina(otbayfieldcounty.wi.gov Note fl Time Change fl Discrepancy fl Other Phone Number 715-739-6868 Plumber: Doug Manthey Fax Number Email Address Homeowner: Helvar Lodge Inc norpines@chegnet.net Type text here Immediate Phone Number So Zoning Sanitary Dept can call you right back (if needed) Permit #: 25-119S Plumber's Choice Zoning Dept Type text here P No Inspection(s) during this time Date: 06/18/26 Tuesday (9:30 am - 12:15 pm) (Tracy) Time: Plumber's Choice Dept (Z:ep -13.86- Township: Drummond Address # & Type text her= Road Name: IL -I ' or 46775 Otter Bay Rd Directions To Site: Comments: ** Plumbers you must verify any change(s) by fax or email ** Notes from Zoning Dept: July 2025 Ivo""`kwT HELVAR LODGE INC II ATTN: BRAD FISH C 204 MAINSAIL DR . Private Onsite Wastewater Treatment +-'mils ( POWTS). Inspection Report (Attach to Permit) setback to: TYPE MANUFACTURER CAPACITY Prop. Line Well Building Air Intake Road Se tic N/A Dosing N/A Aeration N/A Holding Pump I Siphon Information Pump Manufacturer rump Model / I Demand GPM Filter Manufacturer &✓2✓1 Go Filter Model /� /.Jr b TDH Lift Friction Loss Head Total Forcemain / j Length Dia /y DistWell To Dispersal Cell Information DIMENSIONS I Width I Length 4 # of Cells SETBACK FROM Prop. . Line Uildinng, 30 Well OHWM Type of Cell Manufacturer: - ,c_. Model Number. Pretreatment Unit Manufacturer. Model Number: Elevation Data STATION BS HI FS ELEV Benchmark 0 to Bldg. Sewer c Tank Inlet ) 6 f, Tank Outlet j 7. 6 J' Dose Tank Inlet y 6 2 - Dose Tank Bottom Inst. Contour Header/Manifold /0 I a •3 Distribution Pipe Infiltrative Surface 1 f4 ¶ 2 Final Grade X Pressure Header! Manlfgld Disributiop Pipe,(s) I X Hole Size I X Hole I Qbservation Pipes 7 Length ' Dia Length b t Dia Spac Spacing ' es ❑ No Depth Over I Depth Over I Depth of I Seeded 1 Sodded . I Mulched CnII Center Cell Edoes Topsoil ❑ Yes 0 No ❑ Yes 0 No COMMENTS: (Include code discrepancies, persons present, etc.) k�sk'1/ We 5e✓ l000 F 1 !an revision required? 0 Yes Otto ;e other side for additional information. boo 2 g3 �, k $ 1-S /oo 7Rn-e71n (P n4M1) Date PO S Inspectors Signature License Number Property Owner Information BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Fax: (715) 373-0114 e-mail: zoning(atbayfieldcountv.org Web Site: www.bavfieldcounty.org/147 HELVAR LODGE INC ATTN: BRAD FISH 204 MAINSAIL DR THIRD LAKE IL 60030 Bayfield County Courthouse Post Office Box 58 117 East Fifth Street Washburn, WI 54891 As you know / / oltr) ' " a k At e was contracted by you to install a private onsite wastewater treatmenf system on ydur 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! removed and pipes disconnected by: on at AM/PM On ' I at 1-:6O (AM! the above -mentioned plumber contacted our office to conduct pre- over 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/sanitarypropertyowner-input Apri12019 ar,�an 7 o Yid='t Department of Safety & Professional Services, Cowry Bayfield Sanitary PermitNumber(tobefilledinbyCo.) f 'oE�FRED' .- Industry Services Division s-��� se__. 4eoxse�Y` SS_oo�,ti Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental wit 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), Slats. 46775 Otter Bay Rd I. Application Information — Please Print Alllnformation RECEIVED Property Owner's Name Parcel # Helvar Lodge Inc COT 2 0 2025 14228 Property Owner's Mailing Address Property Location Bayfiekj Co. 204 Mainsail Drive Planning ar4zorijngAp, Govt Lot 14 City, State I Zip Code Phone Number Third Lake, IL 60030 847-494-1801 V/, h, Section 33 T 44 N R 07 E or W IL Type of Building (check all that apply) Lot # Subdivision Name ®1 or 2 Family Dwelling — Number ofBedrooms 3 Block # ❑ Public/Commercial — Describe Use O City of O Village of ❑ State Owned — Describe Use CSM Number ® Town of Drummond III. Type of POINTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C if a licable A. O New System y ❑ Replacement System(explain) p y ❑ Other Modification to Existing System (explain) ' ❑ Additional Pretreatment Unit B. O Holding Tank O In -Ground O At -Grade ❑ Mound ❑ Individual Site Design I ❑ Other Type (explain) (conventional) C. ❑ Renewal Before ® Revision ❑ Change of Plumber O Transfer to New Owner ist Previous Permit Number and Date Issued Expiration 25-119S 09/05/2025 IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) I Dispersal Area Required (sf) I Dispersal Area Proposed (st) I System Elevation 450 0.7 642.9 650 Cell A:92.0 Cell B:91.0 Capacity in Total # of Manufacturer 2 Tank Information Gallons Gallons Units m o 'y' r 8 ,U New Tanks IExiatingTanks a o p? in Yn rn W (7 o L4 SepticorlioldingTank 1000 1000 1 Wieser Concrete x Dosing Chamber 650 j 650 V. Responsibility Statement- I, the undersigned, a a e respons" it' for installation of the POINTS shown on the attached plans Plumber's Name (Print) Plu er' Signs MPIMPRS Number Business Phone Number Doug Manthey MP 230722 715-739-6868 Plumber's Address (Street, City, State, Zip Code) PO Box 196 Drummond, WI 54832 VI. oust ire artmentUseOnly pproved O Disapproved PermitFee $ Date Issued IssuingA i ❑ Owner Given Reason for Denial p(. SJ /0 Zu / Conditions of Approval/Reasons for Disapproval Attach to complete plans for the system and submit to the County only on paper not less than 8 12 x 11 inches in size SBD-6398 (R. 03/22) • eseo Ta - Q lo/19L.'r- GRAVITY-DOSED SEPTIC / PUMP TANK SPECIFICATIONS PAGE 4 OF 5 RECEIVED (NO Scale} nrT 2 fl 2025 4"0 Vent Pipe >10 ft from Building 12" Min. or 2.0 ft above Established Flood Elevation (typical) Approved IMPORTANT: \ Vent Cap Anchor tank(s) as necessary pursuant to SPS 383.43(8)(g) Finished Grade CAPACITIES @ 17 gal/in Depth (in) Volume (gal) A 17 306 B 2.0 34 [C] 8 136 D 11 187 * Pump Tank Liquid Level = 38 in Force Main Diameter = 2 in Force Main Length = 370 ft Force Main Void Volume = 60.4 gal [Cl Total Dose Volume (TDV) = 136 { c 0.2X design flow + force main void volume) Vertical Lift = 31.2 ft Electrical must comply with Bayfleld Co. SPS 316 and NEC 300 gping and Zoning Agency 11 WeatherproofJj..—_Extend manhole riser as neoe�s Junction Box Approved Locking Manhole with Warning Label Attached (typical) LConduit 4" Mift n. or 2.0 above Established Flood Elevation • (typical) � Airtictht Seal �V A B I tC, Pump D Quick Disconnect 18" Min. • (typical) Weep Approved Joints with Hole Approved Pipe 3 ft onto Solid Ground (typical) —On _Off Concrete Block 3" Approved Bedding Material Beneath Tank gal/dose PUMP TANK: Volume = 650 gal Manufacturer. Wieser Concrete Pump Manufacturer Goulds Pump Model: WEO511 (See attached pump curve.) Controls/Alarm Manufacturer: SJE Rhombus Controls/Alarm Model: SJE1025830 Float switches containing mercury are prohibited. PUMP -OFF f.ELEVATION = 61.3 ft INSIDE BOTTOM ELEVATION = 60.4 ft SEPTIC TANK(S): Total Volume = 1000 gal Manufacturer(s): Wieser Concrete Install approved effluent filter at the septic tank outlet immediately upstream of the pump tank inlet. Filter Manufacturer. Orenco Filter Model: PSCS0621-18 WLP1 000/650 -MR TANK SPECIFICATIONS 12'-2" 4" CAST -A -SEAL r4" CAST -A -SEAL 'ii lti a I I. II �II�U Ir J I pt fl s 12'� t i FILTER OR i! Ii I i♦LUo .11 BAFFLE I}II I r �_}�_---------==-��f�------- -, Lu I i s L� s x c TOP VIEW 0 w (� 4" VENT w in - lINLET — — — — — — — _ OUTL T cn :� fI!I 1' N ,I I; av r 3"i_i��— I� ..—� .._ —-----,--.,�--1L,—,.rte ,L-' PUMP PAD TANKS i1RE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS DIMENSIONS: Lu o WALL: 3" a. a BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER < HEIGHT: 54 1/2" LENGTH: 12'-2" WIDTH: 7'-0" BELOW INLET: 43" LIQUID LEVEL: 38" o WEIGHT: BOTTOM 9,615 LBS. o 0 COVER 5,325 LBS. n o INLET AND OUTLET: } m o o 4" CAST -A -SEAL BOOT OR EQUAL GASKET w INLET AND OUTLET BAFFLE AND FILTER: n fl o WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) m LIQUID CAPACITY: 26.32 GAL/IN (SEPTIC) 17.00 GAL/IN (PUMP) co o Lo LOADING DESIGN: 8'-0" UNSATURATED SOIL 000 TANK CAN BE USED AS: N SEP11C/SEPTIC, SEPTIC/PUMP, - c OR SEP11C/SIPHON o m s COVER: MIX DESIGN #8 (NO FIBER) 00 TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WWESER CONCRETE REVIEWED BY REVIEW DATE 0 to co O 0 uJ z 0 a w U) SHEET NO. 17' OF 1 i�--brae A 0 3` `eDq A?etidt S4J f 7i4-e,l 4a & 1L l oo3v 7L417 al a rn n -tb? ,.td fl4 e (C �✓� Tax 'd2f1 /'/229 S33 7 4CVAI Ad? IV 40'oP " boT rovF AoTG Al V. a1 v A Y2 SX60 +o 10& s �l C^T ✓. �"� G I'. 4J1 L/ ??S oifee O4Y i?d. a'oP d i' F4cte ied1 ci FasTSit . mle Wi'to- Aq , ,cl. 42 46 133 g3.'? �6�oLca c� �kv & oi" . sr 64.1 tench A. Cf cots I rts4 g 2 72'enc4 d3 6 1 (//2 Flo ce.11 s covjai.;9 GS' o E2.lo�,dll • ' Ci rl.v.* 1 1DMtAOJ G o J VerAa4. o'R.l C $ Jta.- 5 jYl A( CaveytxNez �,�,tiy 9'3.? pu c 4 A,y s A" sc LMO Pi L � 6 fI' I 4 ti,'i Pro. RECEIVED Q T 202025 Bayfield Co. 1i g and Zoning Agency G4. o#er 13�r 1J �1J4 Department of Safety County Bayfield r & Professional Services, Sanitary Permit Number (to be filled in by Co.) J J �� Industry Services Division — �1 S Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit 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(1)(m), Slats. 46775 Otter Bay Rd L Application Information — Please Print All Information Property Owner's Name RC. ! L EIyED 1 �1 Parcel # Helvar Lodge Inc 14228 Property Owner's Mailing Address SEP 02 202 Property Location 204 Mainsail Drive Govt Lot 14 33 City, State Zip Code �bg d �' '�I9 Third Lake, IL 60030nninga 1801 Y Y, Section T 44 N R 07 EorW W U. Type of Building (check all that apply) Lot # 01 or 2 Family Dwelling —Number of Bedrooms 3 Subdivision Name Block # ❑ Public/Commercial — Describe Use 0 City of ❑Village of 0 State Owned — Describe Use CSM Number ® Town of Drummond IIL Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C' e l'cable A. ❑ New System 0 Replacement System ❑ Other Modification to Existing System (explain) 0 Additional Pretreatment Unit (explain) B' ❑ Holding Tank ® In -Ground ❑ At -Grade 0 Mound 0 Individual Site Design ❑ Other Type (explain) (conventional) C. ❑ Renewal Before ❑ Revision ang ❑ Change of Plumber ❑ Transfer to New Owner List Previous Permit Number and Date Issued Expiration W. Die ersaVPreatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/st) Dispersal Area Required (at) I Dispersal Ara Proposed (st) I System Elevation 450 0.7 642.9 650 I Cell A:92.0 Cell 6:91.0 Capacity in Total I # of Manufacturer Tank Information Gallons Gallons Units o $ r u New Tank, Existing Tanks r°: a ti u rn a 'w 6U t7 L4 Septic or Holding Tank 1000 1 Infiltrator X Dosing Chamber 1000 1 Infiltrator X V. Responsibility Statement- 1, the undersigned, u rap iarstaga6o o e P shown on the attached plans. Plumber's Name (Print) PI ber' Si MP/MPRS Number Business Phone Number Doug Manthey MP 230722 715-739-6868 Plumber's Address (Street, City, State, Zip Code) PO Box 196 Drummond, WI 54832 VI..County/Department Use Only )(Approved 0 Disapproved Permit Fee $ Date Issuedda Issug Ag Signature ❑ Owner Given Reason for Denial /#&'' Conditions of ApprovaUReasons for Disapproval - fie € e -&S Attach to complete plans for the system and submit to the County only on paper not less than 8 12 s 11 inches in size SBD-6398 (R. 03/22) PAGE 1 OF 5 In -Ground Dosed -Gravity Plan Index & Cover Sheet Component Manual Design References: In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg1of5 Pg2of5 Pg3of5 Pg4of5 Pg5of5 'c .CS1VED SEP 02 2025 Index & Cover Sheet Bayfield Co. Plot Plan Planning and Zoning Agency Dispersal Area Cross -Section & Plan View Pump Tank Specifications Management Plan Attachments: Enclosures: Pump Curve POWTS Application for Review Manufacturer Tank Specs I Soil Evaluation Report & Site Map Project Name I Description Tim Stracka Owner Name(s): Helvar Lodge Inc. Owner Address: 204 Mainsail Drive Third Lake, IL Phone: 414 _238 _3398 Zip: 60030 Project Address: 46775 Otter Bay Rd Cable Govt. Lot: .1/4 of 1/4, Section 33 , T 44 N -R 07 Township: Drummond County: Bayfield Project Parcel ID #: 14228 Designer Information Designer Name: Douglas Manthey Designer Address: PO Box 196 Drummond, WI E-mail: norpines@chegnet.net License Number: MP230722 Remarks: E uar wu Phone: 715 -739-6868 Zip: 54832 This space reserved for approval stamp. Signature: Date: 08/13/25 0 C i I signature required each submitted copy. -mruner% ,4f#n: Qrcc� P�<sL -CDV ttlt;h sa' / PAIe 7,V,r4;1 L Goo3o - Lej4 1 T,L b7 o. Drnc. .i c� rcd /3a )41a(c( w -P 7 x and /422 9 S 33 T4eyAl Rol LA' N 4o'd-P 6o,17 AaT iy CC .paeTm A Govr X oT G /fl V. 2) C I'. Y2 514&7T #o Ia S *%4L^T v s- P. y q6 77 S o ffe/ e, y 4d . 46m To o o •,ep Pa4one "e 61 FdW-S/4e.. m -P mfg, Aq4 ,mil. 02 16 133 p3.'? ground C/tv oer'v. 5 T- ee'4N e37'. :2Lti lji.,s 3ewcr 60 4l.,/ tpepzcl 4. 2. Penc4 1 Ca� sr 1 i 1(//? Fla 44/ 2 ceps co+JAGS' a Ez R�' -J evwfl i' Grou►j So%1 3or �otr►�'�-i () Shit) �' Am Co �; f,Hy q3•? A""40PvL °�(o R CEIVED SET 022025 Bayfield Co. Planning and Zoning Agency futa��'+n�hl�r jowl, UIptCb(4-Stoer• pro. 34t t4 M cC MOtt w je .2o�15 I 'V 4 t11tllh1 SOIL COVER IN -GROUND DOSED -GRAVITY DISPERSAL AREA Stepped Elevation Trenches with EZ1203HP Bundles 3 -ft Trench (down -sizing credit) ��i�i� .•iii`: ;. ,;. r, Highest Trench System Elevations = 92.0 ft; 91.0 ft; min.12" (typical) ft; TYPICAL TRENCH CROSS SECTION VIEW (No Scale) Lowest Trench (as applicable) ft; TYPICAL TRENCH (Show location of inlet / outlet pipe connection on plan view.) PLAN VIEW (No Scale) 4„ o Observation pipe shall be installed at junction between two units. Perforated Lateral Observation Pipe (typical) (typical) (typical) INSTALL PER TRENCH: 6 10 -ft bundles @ 50 if EISA/unit = 300 ft2 + 1 5 -ft bundles 0 25 ff EISA/unit = 25 ft, Provide minimum 3 ft separation between trenches. OBSERVATION PIPE DETAIL (No Scale) Screw -Type or - ft Slip Cap (loose) 40 PVC Pipe Top of�i tWate at or s e e grade (4)114-112" X 6" Slots — Anchoring Device 5 ft (typical) 'v .• , Finished Grade (mulched & seeded) •' Topsoil Cover (mtn.1 foot) 1"-A=3.0 ft (typical) EZ1203H Bundle (typical) (mfd by Infiltrator Systems, Inc.) Install pursuant to manufacturer's Instructions. infiltration Surface = Proposed EISA per trench = 325 ft2 Required Infiltration Area = 642.9 ft2 Distribution Method: x 2 trenches = Proposed Total EISA = 65_ ft2 branched manifold G) m w O O1 PAGE4OF5 GRAVITY -DOSED ECE �Ei�, SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) SEP 0 2 2025 4"G Vent Pipe >10 ft from Building 12" Min. or 2.0 ft above Established Flood Elevation (typical) IMPORTANT: Anchor tank(s) as necessary pursuant to SPS 383.43(8)(g) Finished Grade CAPACIT @ NA gatfin Depth (in) Volume (gal) A 25 83 B 2.0 5 [C] 5 ____ 132 D 12 225 *Pump Tank Liquid Level = Approved Vent Cap Y.� d Force Main Diameter = 2 in Force Main Length = __A Force Main Void Volume = 60.4 [C] Total Dose Volume TDV L = (≤0.2X design flow+ force main void Vertical Lift = 32.5 Electrical must comply with Bayfield Co. SPS 318 and NEC 300 Planning and Zoning Agency Weatherproof Extend manhole riser as necessary. Junction Box Approved Locking Manhole with Warning Label or d (typical) Conduit 4" in. or 2.0 2.0 ft above Airtight Seal i Established Flood Elevation (typical) Quick Disconnect 4 18" Min. . (typlical) * T Ij W Hole Ieep JJ� B _Alarm gal/dose Pump Block Bedding Material Beneath Tank P TANK: Volume = 9 gal Total Volume = Manufacturer. I filtra Manufacturer(s): Pump Manufacturer: tioijias Install approved eft Pump Model: WEO511 (See at hedpumpcurve.) immediately up Controls/Alarm Manufacturer. SJE Rhombus Filter Manufacturer. Controls/Alarm Model: SJE1025830 Filter Model: Float switches containing mercury are prohibited. '.— Approved Joints with Approved Pipe 3 it onto Solid Ground (typical) PUMP -OFF ELEVATION = 6 ft INSIDE BOTTOM ELEVATION = 60. ft gal Infiltrator PAGES OF d In -ground Dosed -Gravity Management Plan IMPORTANT: The owner of this in -ground dosed -gravity 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''; FOG 5 30 mgL"1 Inspection Checklist INSPECT EVERY 3 YEARS RECEIVED o type of use o age of system SEP 022025 o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) Bayfleid Co. o material fatigue (i.e., leaks, breaks, corrosion, etc.) Planning and Zoning Agency 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 - if applicable (i.e., pump re -cycling, float switch settings, etc.) o electrical components - if applicable (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. 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: HK Septic Phone: 715-798-3494 Local government unit: Bayfield County Zoning Phone: 715-373-6138 Local government unit address: PO Box 58 Washburn, WI ZIP: 54891 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin. Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384, Wisc. Admin. Code. Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed in -ground dispersal component may be abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils. System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. MGOULDS PUMPS APPLICATIONS Specifically designed for the following uses: • Homes • Farms • Trailer courts • Motels • Schools • Hospitals • Industry • Effluent systems Pump • Solids handling capabilities: 7/411 maximum. • Discharge size: 21" NPT. • Capacities: up to 140 GPM. • Total heads: up to 128 feet TDH. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • See order numbers on reverse side for specific HP, voltage, phase and RPM'S available. FEATURES ■ Impeller. Cast iron, semi - open, non -dog with pump -out vanes for mechanical seal protection. Balanced for smooth operation. Silicon bronze impeller available as an option. ■ Casing: Cast iron volute type for maximum efficiency. 2" NPT discharge. ■ Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BUNA-N elastomers. Submersible RECEIVED Effluent Pump SEP 0 2 2025 Bayfield in 3 88 5 Planning and Zoning Agency ■ Shaft: Corrosion -resistant stainless steel. Threaded design. Locknut on three phase models to guard against component damage on accidental reverse rotation. ■ Fasteners: 300 series stainless steel. ■ Capable of running dry without damage to components. ■ Designed for continuous operation when fully submerged. MOTORS ■ Fully submerged in high- grade turbine oil for lubrication and efficient heat transfer. ■ Class B insulation. FEET 13( x 80 NI.. a 20 70 60 15 50 0 PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. Single phase: • Built-in overload with automatic reset. • All single phase models feature capacitor start motors for maximum starting torque. • 1/a and''A HP —16/3 SJTOW with 115, 208 and 230 Volt three prong plug. • '/4-2 HP -14/3 STOW with bare leads. Three phase: • Overload protection must be provided in starter unit. •'h-2 HP — 14/4 STOW with bare leads. ■ Designed for Continuous Operation: Pump ratings are within the motor manufacturers recommended working limits, can be operated continuously without damage when fully submerged. ■ Bearings: Upperand lower heavy duty ball bearing construction. ■ Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. Standard cord is 20'. Optional lengths are available. ■ O-ring: Assures positive sealing against contaminants and oil leakage. AGENCY LISTINGS caus ® TestedA22.2 08Sandd CSA 12to uL 78 andrds By Canadian Standards Assodadon Flee #LR38549 Goulds Pumps is 150 9001 Registered. 1 I I I I L 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM I I I _I-_- I- I I I I I I 0 5 10 15 20 25 30 35 ms/hr CAPACITY Goulds Pumps 0 2002 Goulds Pumps Effective October, 2002 www.goulds.com B3885 L�J" ITT Industries LIFTING STRAP RISER CONNECTION (TYPICAL) r�- B (TYPICAL) .�l I�► �;� • III II 11 111 • 'r�Irl :' �'.ia __ ��,._��—_ I'll f _.c`!�:'J . • �. ail N LIFTING LUG J L —►B• o (TYPICAL) 127.0 [32261 EXTERIOR LENGTH U a. TOP VIEW d 2 0 O 0411021 02416101 ACCESS OPENINGS WITH LOCKING LIDS (2) PVC OR ABS INLET TEE 10.2 [260] FREEBOARD 0 4 [102] PVC OR o co 0 ABS OUTLET TEE INLET 16.96 •' AIR SPACE OUTLET 3.0 o P [76] PER 0.2 (51 WALL CODE THICKNESS PER CODE 8] [44 0 Co LIQUID 2 [511 X 2 [51] o DEPTH FIBERGLASS 1 I1 I II (URT TYPIC L) ACCESS PORT RIM FLEXIBLE ELASTO- MERIC GASKET (TYPICAL) f niLTANK INTERIOR © PIPE PENETRATION SECTION DETAIL TANK EXTERIOR LENGTH 127.0 [3226] WIDTH 62.2 [15801 HEIGHT 54.7 [1389] SEAM CLIP (TYPICAL) LIFTING STR (YPICI SECTION A - A' o Cl 15 > N 6 c Cy ,� o O w c " a LrJ NOTES: a c 1. ALL DRAWING DIMENSIONS IN INCHES [MILLIMETERS] OR AS NOTED. m 2. EXTERIOR OF ACCESS OPENING LID INCLUDES THE FOLLOWING WARNING IN ENGLISH, z FRENCH & SPANISH: "DANGER DO NOT ENTER: POISON GASES." 3. TANK MARKINGS WILL INCLUDE: MANUFACTURER NAME, MODEL NUMBER, LIQUID CAPACITY, DATE OF MANUFACTURE, MAXIMUM BURIAL DEPTH, INLET. AND OUTLET. 4. MAXIMUM BURIAL DEPTH IS 48 In 11219 mm). 5. MINIMUM BURIAL DEPTH IS 6 In [152 mm). SIDE INLET! 6. TANK IS FOR NON -TRAFFIC APPLICATIONS. OUTLET (TYP.) - 7. AIRSPACE IS 16.5%. 8. OUTLET TEE IS COMPATIBLE WITH AN EFFLUENT FILTER. 9. INTERIOR LENGTH TO WIDTH RATIO IS 2.3:1 (118.8 -INCH LENGTH / 51.7 -INCH WIDTH = 2.3). 1.5(38) CONTINUOUS TANK TOP ELASTOMERIC LID HALF GASKET TANK INTERIOR '� SEAM CLIP (64) INLET/ ALIGNMENT OUTLET DOWEL (34) TANK BOTTOM TEE HALF (INLET SHOWN) LIQUID DEPTH 44.0i] INVERT DROP 3.0 [76) FREEBOARD 10.2 [260] END VIEW .IOR HT (J MID -HEIGHT SEAM SECTION DETAIL TOTAL CAPACITY 1287 GAL [4872 L] WORKING VOLUME 1094 GAL [4141 L] SECTION B - B' Table 2: Nominal Volume Chart in U.S. Gallons Liquid height above tank bottom' U.S. gallons at indicated height (measured from tank bottom to liquid surface)' IM -300 IM -540 IM -1060 CM -1060 IM -1250 IM -1530 In cm 1 3 2 3 3 5 6 17 2 5 6 8 13 17 19 34 3 8 11 14 28 31 35 51 4 10 16 21 46 50 56 68 5 13 21 29 65 70 78 94 6 15 26 37 86 91 102 122 7 18 32 46 107 113 128 152 8 20 38 55 129 137 154 180 9 23 44 64 152 160 181 212 10 25 50 74 176 185 209 245 11 28 56 84 200 210 237 280 ;.12 :: 30 63 94 ,_ 225 236 266 312 13 33 69 105 251 262 296 351 14 36 76 116 277 288 326 387 15 38 83 127 303 315 356 422 16 41 90 138 330 342 387 464 43 98 150 x 357, 369 418 500 18 46 105 161 384 396 449 537 c19'-; 48 112 173 411 423 480 575 20 51 120 186 438 451 511 614 21 53 128 198 465 478 542 652 22 56 135 210 493 506 574 690 23 58 143 223 521 534 606 729 24 61 151 235 549 562 638 770 25 64 159 248 577 591 670 808 26 66 167 261 605 619 702 847 27 69 175 274 633 648 744 887 28 71 183 287 662 677 785 928 29 74 191 300 691 706 817 968 30 76 198 313 719 734 850 1,007 31 79 206 326 747 762 882 1,048 32 81 213 338 775 790 913 1,087 33 84 221 351 802 818 945 1,126 34 86 228 363 830 846 976 1,165 35 89 235 375 857 873 1,008 1,204 36 91 242 387 884 901 1,039 1,242 37 94 249 399 911 928 1,070 1,280 38 97 256 411 938 955 1,100 1,318 39 99 262 422 965 982 1,131 1,355 40 102 269 433 992 1,008 1,161 1,393 41 104 275 444 1,018 1,035 1,191 1,430 42 107 281 455 1,044 1,061 1,221 1,466 43 109 287 465 1,069 1,087 1,250 1,502 C44 112 292 475 X1,094 1,111 1,278 1,537 45 114 298 485 1,118 1,136 1,305 1,572 46 117 303 494 1,142 1,160 1,332 1,604 47 119 308 503 1,165 1,184 1,357 1,638 48 122 313 512 1,187 1,206 1,382 1,667 49 124 317 520 1,208 1,228 1,405 1,697 50 127 3192 528 1,228 1,248 1,427 1,724 51 130 - 535 1,247 1,267 1,446 1,749 52 132 - 542 1,265 1,282 1,462 1,766 53 135 - 547 1,278 1,293 1,474 1,777 54 137 - 5512 1,287 1,3002 1,4782 1,7852 RECEIVED SEP 022025 Bayfield Co. Planning and Zoning Agency Notes: 1. Liquid height measured from lowermost Inside surface at bottom of corrugation in tank to the liquid surface elevation. 2. The total capacity of the of the IM -300 tank is 322 gallons; the total capacity of the IM -540 tank is 552 gallons; the total capacity of the CM -1060 is 1,309 gallons; the total capacity of the IM -1250 is 1,480 gallons; the total capacity of the IM -1530 tank is 1,787 gallons. 3. To determine the liquid volume between two heights, subtract the Table 2 volume Indicated for the upper and lower heights. Example: CM -1060 volume between 50 in (127 cm) and 40 in (102 cm) = 1,248 gal - 1,008 gal = 240 gal. 4 Failure to comply with these installation instructions cull invalidate the warranty. Contact Infiltrator Water Technologies' Technical Services Department for assistance at 1-800-221-4436. Real Estate Bayfield County Property Listing Today's Date: 8/13/2025 ''" Description __ _ _ Updated: 4/30/2025 Tax ID: 14228 PIN: 04-018-2-44-07-33-105-014-10000 Legacy PIN: 018105209000 Map ID: Municipality: (018) TOWN OF DRUMMOND STR: S33 T44N R07W Description: N 90' OF GOVT LOT 14 & PART OF GOVT LOT 6 IN V.210 R42 SUB] TO EASEMENT V.536 P.91 Recorded Acres: 2.120 Calculated Acres: 2.226 Lottery Claims: 0 First Dollar: Yes Zoning: (R-RB) Residential -Recreational Business ESN: 112 Tax Districts Updated: 3/15/2006 1 STATE 04 COUNTY 018 TOWN OF DRUMMOND 041491 SCHL-DRUMMOND 001700 TECHNICAL COLLEGE -4 Recorded Documents Updated: 3/15/2006 ® CONVERSION Date Recorded: 210-42 Property Status: Current Created On: 3/15/2006 1: 15:19 PM IN Ownership Updated: 9/21/2011 HELVAR LODGE INC THIRD LAKE IL Billing Address: Mailing Address: HELVAR LODGE INC HELVAR LODGE INC ATTN: BRAD FISH ATTN: BRAD FISH 204 MAINSAIL DR 204 MAINSAIL DR THIRD LAKE IL 60030 THIRD LAKE IL 60030 P Site Address * indicates Private Road 46775 OTTER BAY RD CABLE 54821 Property Assessment Updated: 8/9/2021 2025 Assessment Detail Code Acres Land Imp. Gi-RESIDENTIAL 2.120 189,200 88,800 2 -Year Comparison 2024 2025 Change Land: 189,200 189,200 0.0% Improved: 88,800 88,800 0.0% Total: 278,000 278,000 0.0% s Property History N/A RECEIVED SEP 022025 Bayfield Co. Planning and Zoning Agency BAYFIELD COUNTY CHECKLIST FOR SANITARY APPLICATONS Submit the Following (Use Permanent Ink) (Title 15, Section 15-1-10(e)) /Check List Original Sanitary Application (Submitted in Deed Holders Name — prospective buyers) (383.21(1)1.) index Page / Title Sheet (Signed by Plumber) (383.22(2)69(c)) Q/Original Plot Plan (383.22(2)2. 3. & 4.a) f1/Cyss Section, Over -Head Profile of the System and Schematic of Tank from Manufacturer E7 Pump Tank Diagram, Alarm and Pump Curve (when applicable) 2'Contingency Plan / Management Plan (383.22-3(2)(b)1.f.) ❑ Maintenance Agreement (Owner's Original Signature) (383.21(2)(c)(5),(6) (Recorded at Reg. of Deeds) ❑ Holding Tank Agreement (383.21(2)(c)(5) (Recorded at Reg. of Deeds) ❑ Holding Tank Service Contract (Original Signature of Pumper and Property Owner) (383.21(2)(c)5) ❑ ATU Servicing Agreement (Recorded at Reg. of Deeds) ET'Pe (Make Check Payable to Bayfield County Zoning) (383.21(2)(c)7) 13'fComplete Sett of Plans (383.22(2)(2.) (Note: Sanitary Application and Maintenance Agreements are to be attached Ito all copies) RECEIVED21 Soil and Site Evaluation Report (383.22-3(2)(b)1.e.) ❑ State Plan Review (when applicable) SEP 022025 ❑ Copy of Warranty/Quit Claim Deed (Optional) Bayfleld Co. Planning arA Zoning Agency lic ti n: (Include the following Information) I Application Information must include: 0 23 digit Parcel ID# -- (do not use 12 digits anymore --obsolete) project Address or Road Name where driveway is/will come off of) .!a -(Owners Phone Number) la1I Type of Building l? III Type of Permit Type of POWTS System arV Dispersal / Treatment Area Information C3 VI Tank Information 0'GI Responsibility Statement (Plumber's Information) 0 *Date Stamp* Plot Plan: (To Scale or To Dimension) Signature and Plumber Information Cdlddress Number and Road ❑ Surface Elevation of Body of Water [iclbrth Arrow 'Direction and Percent Land Slope at&itour Lines rank and Filter Information and Location aructures and Driveways 0 Wetlands / Navigable Bodies of Water Boring Locations a�bsorption Area (Proposed and Existing) l3Property Lines VBench Mark (Location, Elevation and Description) Cd'ell Locations " mponent Manual Version ❑Cgal Descriptions Turn Over ► Cross -Section and Over -Head Profile of the System: C "Surface and System Elevation Position of Observation and Vent Pipes 6Imensions and Depths C -lake, Model & Number of Chamber Units in each Cell Property Information RECEIVED SEP 022025 Bayfie'd Co. Planning and Zoning Agency ❑ How many systems will there be on this parcel of land? I O Has this property been split? (Property Statement shows Property History) Fees: Private Sewage System (Septic Tanks) $ 400.00 ❑ Private Sewage System (Holding Tanks) $ 400.00 ❑ Mounds or Systems requiring Pre Treatment $ 500.00 ❑ Sanitary Revisions $ 25.00 ❑ Private Sewage System Reconnection $ 50.00 and Private Interceptor ❑ Return Inspection $ 50.00 ❑ Maintenance Agreements + $ 30.00 (checks made out to Reg of Deeds) u/forms/checklists/checktistforsanitaryapps (10/2009);(Q7/2011);(®2/2012)(OS/2/2012•dc) Proofed by: OO3O 0 RG1NA La�nar�r�yr SCI TEST Page 1 of 3 Wisconsin De`Ipa�rt�Safety and Professional Services ta`p' Divisi es A 1 % gP C SOIL EVALUATION REPORT S o2 2025 SE In accordance with-SPS 385, Wis. Adm. Code County BAYFIELD Attach complete site plan on pa.tit § t r �y1/2 x 11 inches in size. Plan must include, parcel I.D. but not limited to: vertical and F91 ce point (BM), direction and percent slope, TAX ID # 14228 scale or dimensions, nor�bWand location and distance to nearest road. Please print all information. ReDate ,Z. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner Property Location % 77f tYr jq ❑ HELVAR LODGE INC Govt. Lot '/. '/ S 33 T 44 R 07 E (or) W Property Owner's Mailing Address ATTN: BRAD FISH Site Address or CSM and Lot #: N 90' OF GOVT LOT 14 & PART OF GOVT LOT 6 204 MAINSAIL DR IN V.210 P.42 SUBJ TO EASMENT V.536 P.91 46775 OTTER BAY RD) City State I Zip Code I Phone Number ❑ City ❑ Village I Town I Nearest Road THIRD LAKE IL f 60030 ('q?) g/P DRUMMOND OTTER BAY RD [] New Construction Use: [0 Residential/ Numberof bedrooms _3 Code derived designflow rate 450 GPD Replacement ❑ Public or commercial —Describe: Flood Plan elevation if applicable ft. Parent material GLACIAL OUTWASH General comments and recommendations @ CONT 96 SYS @92 TRECH A @ CONT 95 SYS @ 91 TRENCH B (ALL @ .7) /Ez F/oW I Li Boring # O Boring ® Pit Ground surface elev. 96 ft. Depth to limiting factor 120 in. / elev_86_ft. I Soil 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 1 0-8 7.5 YR 3/2 LFS 2MGR MVFR GW 1COVF .5 1.0 2 8-21 7.5 YR 4/3 LFS 2MSBK MVFR GW 1COVF .5 1.0 3 21-48 7.5 YR 4/4 LS 2MSBK MVFR GW 1VF .7 1.6 4 48-120 7.5 YR 4/4 GRS 0SG ML --- .7 1.6 5% GRAY & COB Boring # Boring JPit Ground surface elev. 96 ft. Depth to limiting factor 120 in. / elev._86 ft. I Soil 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 1 0-6 7.5 YR 3/2 LS 2MGR MVFR GW 1COVF .7 1.6 2 6-20 7.5 YR 4/3 LS 2MSBK MVFR GW 1COVF .7 1.6 3 20-48 7.5 YR 4/4 LS 2MSBK MVFR GW 1W .7 1.6 4 48-120 7.5 YR 4/4 GRS OSG ML .7 1.6 CST Name (Please Print) Signature � CST Number SP 012100001 RICHARD RAUCH Address 11370 BONDEGARD DR Date Evaluation Conducted Telephone Number CABLE WI 54821 8/6/2025 715-681-1190 * Effluent #1 = BOD > 30 £220 mg/L and TSS > 30 £150 mg/L * Effluent #2 = BOD, £30 mg/L and TSS s 30 mg/L SBD-8330 (R04/21) aBoring # Page _2 of __3� ❑ Boring}�f ® Pit Ground surface elev. 93.7 t. Depth to limiting factor 120 in. / elev _83.7 _ft. CEP 0 Z nZ, . rI Soil Aoolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Gr. S. Sh. Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-9 7.5 YR 3/2 LS 2MGR MVFR G\W 2COVF .7 1.6 2 9-19 7.5 YR 4/3 LS 2MSBK MVFR GW 1COVF .7 1.6 3 19-48 7.5 YR 4/4 LS 2MSBK MVFR GW 1VF .7 1.6 4 48-120 7.5 YR 4/4 GRS OSG ML -- .7 1.6 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Anolication 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 r J Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor In. / elev. ft. I Sniff Annfficatinn 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 mg/Land TSS > 30 150 mglL SP dr2rc2c)vv 7fsr6fI-d'?o * Effluent #2= BOD, s 30 mg/L and TSS 5 30 mg/L La.t� owe.H If#n: hd ffs/i .toy Al4/b Iaj / 1�( TZMJ LAI .T L !0030 -Lys! T4x�a /q22 S 33 T 4�y a/ Rol LA.) N go'b.p �✓7' LoT l y jvarYo (roa/P 'r -e rh v• 210 ,L/2 Sulu d to V. f"? G A. ' 1 4l 77 S o #c r 1247 1?d . 4h"z ToP do Pl o•te /Qecf o h t4sT Sfae- c c ftvr /act y led. ,Q2 ?G� ,33 9• 3 rou•td C/W ( ,oro. s r te4.`/ EST. 8wJl."Z5Sew Gq.y 2ren c A 11. Q cc* .1 & .r'ts4?-41 % 2. 7ene4%&uw`rresrs 9t W/&z F/ow 5 l3�9s P,� SEP 02 2025 t3ayfield Co. Planning and Zoning A9enc,I B3 Li fro. (aa^a9-e w YO/74s 1 3mf3 L30 Gs' T s'/° oc z I q�vo( ?is -6s1- rt40 BAYFIELD COUNTY CHECKLIST FOR CERTIFIED SOIL TESTS 4y Submit the Following (Use Permanent Ink): RCVD SEP 02 2025 C<Check List Bayt,Etd co. [Yfndex Page / Title Sheet (Optional) Piannin3 and Ag2neI ❑Original Soil Evaluation Report (Submitted in Deed Holders Name — not prospective buyers) E ginal Plot Plan ❑ Cross Section Soil Profile Sheet (optional) ❑ Additional Information (Warranty/Quit Claim Deed) (Optional) Soil Evaluation Report: (Include the following Information) aParcel Identification Number (must be 23 digit Tax ID#) DO NOT USE 12 digit, they are no longer being used E]'rope�Owner's Information not prospective buyer's name) Z -Property Location (Accurate Legal Description with Sec/Twp/Range) 6oad Name (where driveway is/will be coming off of) O Floodplain Elevation, Flow Rate, Comments and Recommendations Complete Soil Boring / Pit Information u Date Soil Evaluation was conducted C1CST Name, Signature, Number, Address and Phone Number QDate Stamp* Plot Plan: (Include the following information drawn to dimension or to scale) l≥Bench Mark (Description, Elevation and Location) lontour Lines (Example = 98.0' /96.0' /94.0') Blroperty Location (Sec/Twp/Range/, Accurate Legal Description) 'iorings (Locations and Elevations) l ercent and Direction of Land Slope C�Well Location (Including Neighboring Wells, if applicable) O Location of Wetland Areas, Floodplain and Navigable Waters [Buildings, Driveways, and Structures (Location and Descriptions) location of Property Lines ❑ Existing System Location l dress Number and Road Name O Current Surface Elevation of Wetlands and Navigable Waters 1I1ST, Owner and Property Information l l North Arrow Fee: mortified Soil Tests - Review & Filing Fee $ 50.00 u/forms/sanitary/checklist/checklistforests BAYFIELD COUNTY SANITARY PERMIT (#04)-25-119SR STATE SANITARY PERMIT OWNER: HELVAR LODGE INC G OV'T LOT: 14 LOT: B LK: 1/4 1/4 SEC: 33, T 44 N, R7 W TOWNSHIP: Drummond SOIL TEST: 117-25 REPLACEMENT SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: DOUGLAS MANTHEY TRACY POOLER DATE: 10/23/2025 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 #: 25-119S LICENSE: # MP 230722 Condition: Properly Maintain System Per Recorded Agreement. Old System needs to be properly abandoned per SPS 383. THIS PERMIT EXPIRES 10/2312027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION BAYFIELD COUNTY SANITARY PERMIT (#04)-25-119S STATE SANITARY PERMIT OWNER: HELVAR LODGE INC G OV'T LOT: 14 LOT: B LK: 1/4 1/4 SEC: 33, T 44 N, R 7 W TOWNSHIP: Drummond SOIL TEST: 117-25 REPLACEMENT SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: DOUGLAS MANTHEY TRACY POOLER DATE: 9/5/2025 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: # MP 230722 Condition: Properly Maintain System Per Recorded Agreement THIS PERMIT EXPIRES 9/5/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION