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HomeMy WebLinkAbout26-79SO Department of Safety UOUIIq & Professional Services, " = Sanitary Permit Number (to be filled in by Co.) �= Industry Services Division L ^ ,y 9 n � SS-Ob'7 l J Sanitary Permit Application state cmnsaction trimmer In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit- Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary ,, S purposes in accordance with the Privacy Law, s. 15.04(l)(m), Slats. I, Application Information — Please Print All Information /Zs. nIC. t n 1 tin �Gt' Property Owner's Name Parcel # Al.che /' CA lot R 1&not1- RECEIVED •M e3&.1- -600-/opo Property Owner's Mailing Address JUN 252026 Property Location ill I %08 FrGn IG/th S*' Govt.Lot City, State I Zip Code Fho4wcrj. S I� s[J 8s. I p nni envy N 4 , S w Y,. Section ehEr / If. type of Building (check all that apply) Lot # T 4 N R 0 1 or 2 Family Dwelling— Number of Bedrooms 13 Subdivision Name Block # ❑ Public/Commercial — Describe Use O City of ❑ State Owned — Describe Use CSM Number O Village of IDi< Jodi It— bya9a PI Town of �.(U• III. Type of POWTS 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. ig New System ❑ Replacement System ❑ Other Modification to Existing System (explain) p ❑ Additional Pretreatment Unit (explain) B. ❑ Holding Tank ❑ In -Ground ❑ At -Grade IV Mound - ❑ Individual Site Design 0 Other Type (explain) (conventional) C. ❑ Renewal Before ❑ Revision ❑ Change of Plumber ❑ Transfer to New Owner List Previous Permit Number and Date Issued Expiration IV. DispersaItTreatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) Dispersal Area Required (st) Dispersal Area Proposed (st) System Elevation e,s o /.9 v- tjfV . v ,7.o Capacity in Total # of Manufacturer Tank Infontmlion Gallons Gallons Units a w o $ o B NewTanks ExistingTanks w 2 Y s 4 m U in y rn ¢. o a, Septic or Holding Tank 000 Dosing Chamber (O0 /000 V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumbers Signature MP/MPRS Number Business Phone Number J ,0-5 J l)a f e- is S J /S 733 9 bte. Plumber's Address (Street, City, State, Zip Code) /'4 8or /SS' Lv o 1 - S& a rcnnn rev unto hasuca issuing agent atgnature Approved ❑ Disapproved S _ IobLI ❑ Owner Given Reason for Denial520 it Conditions of Approval/Reasons for Disapproval fiIksr( 1t SirAP i(+(c`i Set cut*ac42cf c!-444 Attach to complete plans for SBD-6398 (R. 03/22) Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way Madison, WI 53705 June 15,2026 CUST ID NO.: 273420 JAMES S DANIELS PO BOX 158 WEBSTER, WI 54893-0158 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/15/2028 MUNICIPALITY: TOWN OF OULU BAYFIELD COUNTY T "oPhone:608-266-2112 0 Web: http://dsos.wi.eov $ Email: dsosra)wisconsin.eov 'P5 p$ j Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-062601125-C Application No.: DIS-062625004 Site ID No.: SIT -160941 Please refer to all identification numbers in each correspondence with the Department. Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES ICH MICHEAL & CHLOE RADANDT 3265RANKINSON RD SEE CORRESPONDENCE IRON RIVER, WI 54847 NE SW S8 T48N R9W 04-0382-48-09-28-3 01-000-1000 FOR: Design Wastewater Flow Value: 450 Pressure Distribution Component Manual - Version 2.1 (May 2022-2027) Bedrooms: 3 Mound Component Manual - Version 2.1 (May 2022-2027) Limiting Factor(s): 28 inches Maintenance Required: Effluent Filter SITE REQUIREMENTS • A full size copy of the approved plans, specifications, and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for POWTS (Version 2.1), (May 2022-2027)". • The pressure network is to be constructed in accordance with publications "Pressure Distribution Component Manual for POWTS (Version 2.1); (May 2022-2027)" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81)". • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Scats. • Prior to the construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a'/. -inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state -approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacturer's requirements. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per the approved plan. • 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. • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. • 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. • Provide surface water diversion around the treatment tanks and mound dispersal component. OWNER RESPONSIBILITIES • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval and Wis. Admin. Code & SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this letterhead. Sincerely, Fee Required: $500.00 Fee Received: $500.00 Balance Due: $0.00 j " Refund Expected: $0.00 Timothy Zoromski Division of Industry Services Phone: Email: timothy.zoromski@wisconsin.gov Ground surface elev. gG Depth to limiting factor in. SOILTEST #72, Wiscnsin Department of Safety and Professional ServicesPage of Division of Industry Services _t 1 SOIL EVALUATION REPORT 5 12_ 750 In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on *zon than 8 1/2 x 7 9 Inches in size. Plan must Include, but not limited to: vertical andho erencepoint (BM), direction and percent slope, Parc�E.l.�' yg_ p9_ .3 / scale or dimensions, north arrow, and location and distance to nearest road. Q� yja — / COO p� '7 1 b1) Please print all Information. R vi ed Date Personal Information you provide may be used for secondary purposes(Privacy Law, s. 15.04 , Property Owner Property Location o flj/ em t¢ CA /o e ROL d o n oP4 Govt. Lot N F% SlW Y4 S A T IS N R9 E (or) W Pro erty Owners Mailing Address Lot # Block # Subd. Name or # OSF,-4n lc l i $a • diD — 6O1101 50 City State Zip Code Phone Number O City ❑ Village Xj Tovm Nearest Road d �. New Construction Use: ® Residential/Numberorbedrooms 3 Code derived design flow rate y- 'f GPO Replacement ❑ Public or commercial — Describe: ' I.I N 25 2026 Parent material O1hdftI L . "` Flood Plan elevation if applicable ft. General comments and recommendations: i3ayfe:d Co. i .. 3 Zoning Agwcy ) Boring # O Boring 'PIt Ground surface elev. ft. Depth to limiting factor in. LiiI Boring # ❑ Boring [$ Pit CST Name (Please Address ?--!j /( Ff& r` F31Boring # ❑ Boring Depth to limiting factor In. ❑ Pit Ground surface elev. ft. [1111 Boring # ❑ BoringIJ to limiting factor in. pepth Pit Ground surface elev. ft. 't Soil Application- ❑ Boring Depth #0 limiting factor In. Boring # ❑ p jf Ground surface efev. ft. Soil A lication rizon Depth Dom Redox Description Texture Structure Consistence Boundary Roots GPDIFf Hoinant Color - *Eff#1 "E In. f+J[unseii Qu. Az. Cant. Col+3r Effluent #1 = BOD, > 30 5 220 mgft. and TSS > 30 5150 mg/L • Effluent #2 = SOD, >30S 220 mglL and TSS >30S 150 mglL RECEIVED JUN 252026 Bayf rid Co. Plannin0 ant Zoning Agency MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Micheal Chloe Radandt Owner's Name: same Owners Address: 908 Fraklin St Spooner Wi 54801 Legal Description: NE SW S28 T48N R9W Township: Oulu County: Bayfield Subdivision Name: Lot Number: Block Number Parcel I.D. Number: 04-038-2-48-09-28-3-01-000-1000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Conditionally Page 3 Mound drawings APPROVED Page 4 Lateral and dose tank DEPT. OF SAFETY AND PROFESSIONAL SERVICES Page 5 System maintenance specifications DIVISION OF INDUSTRY SERVICES Page 6 Management and contingency plan Page 7 Page 8 PUMP CURVE FILTER SPEC Page 9 PLOT PLAN SEE CORRESPONDENCE Page 10 SOIL REPORT #REF! SOIL REPORT Page 12 PLOT PLAN Designer: JAMES DANIELS License Number: 273420 Date: 06/11/26 Phone Number: 715-733-0906 Signature: w Designed Pursuant to the Mound Component Manual for POWTS Version 2.1 (May 2022-2027), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) and Pressure Distribution Component Manual Ver. 2.1 (May 2022-2027) Version 7.21 (R. 07/22) Page 1 of J1 Mound and Pressure Distribution Component Design Design Worksheet (R or C) Site Information Residential or Commercial Design Estimated Wastewater Flow (gpd) Peaking Factor (e.g. 1.5 = 150%) Design Flow (gpd) Site Slope (%) Contour Line Elevation (ft) Depth to Limiting Factor (in) In -situ Soil Application Rate (gpd/ft2) R 300.00 1.50 450.00 3.00 96.33 28.00 0.70 Distribution Cell Information 56.30 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) (C or E) Pressure Disribution Information Center or End Manifold Lateral Spacing (ft) Number of Laterals Orifice Diameter (in) Estimated Orifice Spacing (ft) _ Forcemain Diameter (in) Forcemain Length (ft) Pump Tank Elevation (ft) System Head (ft) x 1.3 Vertical Lift (ft) Friction Loss (ft) In -line Filter Loss (ft) Total Dynamic Head (ft) E 4.00 2 0.156 2.50 2.00 40.00 89.50 4.55 7.33 0.50 0.00 12.38 Lateral Diameter Selection in. dia. options choice 0.75 1.00 1.25 x 1.50 x x 2.00 x 3.00 x Treatment Tank Information 1000.001 Septic Tank Capacity (gal) WIESER IManufacturer Dose Tank Information 602.00 Dose Tank Capacity (gal) 16.76 Dose Tank Volume (gal/in) WIESER I Manufacturer Note: Sand fill (D) calculations assume a Table 383-44-3 in -situ soil treatment for fecal coliform of <= 36 inches. 2ECEiVED JUN 2.52026 gayrrald Co. Planning and Zoning Agency 8.00 Cell Width (ft) Are the laterals the highest point in the distribution u network? Enter Y or N If N above, enter the elevation (if) of the highest point. 10.24 ft2/orifice Does the forcemain drain back? �Y Enter Y or N 6.52 Forcemain Drainback (gal) 50.29 5x Void Volume (gal) 56.81 Minimum Dose Volume (gal) 23.69 System Demand (gpm) Manifold Diameter Selection in. dia. options choice 1.25 x 1.50 x x 2.00 3.00 Gallons/Inch Calculator (optional) 602.00 Total Tank Capacity (gal) 39.00 Total Working Liquid Depth (in) 15.44 gal/in (enter result in cell B49) Effluent Filter Information POLYLgK Filter Manufacturer 122 Filter Model Number Project: Micheal Chloe Radandt Page 2 of /J. RECENED JUN 252026 Mound Plan and Cross Section Views 1/108• - Observation Pipe -..Q. K O 0 O L Mound Component Dimensions A 8.00 ft E 10.88 in B 56.30 ft F 9.50 in D 8.00 in G 0.50 ft 450.40 (ft2) Dispersal Cell Area 7.99 (gpd/ft) Linear Loading Rate Finished Grade w.00 (ft) --►I Dispersal Cell Elevation 3.0 % Site Slope Shading Key 10 ® Topsoil Cap izzi Subsoil Cap © ASTM C33 Sand Lii 0 Tilled Layer Aggregate Bayfwld Co. Planning and Zoning Agency JI -4 A —f I H 1.00 ft K 7.74 ft 7.25ft L 71.77 ft J 5.39ft W 20.64 ft 858.42 (ft2) Basal Area Available 5.63 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area 98.79 (ft) v da 0 C 1.5 ft N O �m liii 0 9 0 Project: Micheal Chloe Radandt Dispersal Cell 7;O Lateral A � G t I H / I Geotextile Fabric Cover See lateral details on Page 4 for number, size, and spacing of laterals. Laterals are equally F spaced from the distribution cell's centerline in the distribution cell (AxB). Page 3 of /) ! ECEIVEDJ JUN 252026 Project: End Connection Lateral Layout Diagram Eayfield Co. Plannin0 and Zoning Agency 0 = Turn -up yyball valve or cleanout All laterals are identical Ie. x— Hole; dolled on the bottom of the lateral equMki --paced Force main connection via tee or cross to manifold at an point. Laterals &forcemein Sch 40 PVC per SPS Table 384.30-6 Number of Laterals 2 Orifice Diameter Lateral Diameter 1.50 in Orifice Spacing (X) Lateral Length (P) 54.81 ft Orifices per Lateral Lateral Spacing (S) 4.00 ft Orifice Density Lateral Flow Rate 11.85 gpm Manifold Length System Flow Rate 23.69 gpm Manifold Diameter Total Dynamic Head 12.38 ft Forcemain Velocity Dose Tank Information Electrical as per NEC 300 and SPS 316.300 WAC Tank component is properly vented WIESER Capacity 602.00 Volume 16.76 Manufacturer Gallons gal/inch Dimension Inches Gallons A 21.53 360.83 B 3.00 50.28 C 3.39 56.81 D 8.00 134.08 Total 35.92 602.00 T A I4IB C Disconnect Alarm Manuafacturer SJE RUOMBUS Alarm Model Number ITANK ALERT Pump Manufacturer ASHLAND Pump Model Number EPF 30 Pump Must Deliver I 23.69 gpm at I 12.38 ft TDH Micheal Chloe Radandt Locking cover with warning label and locking device and sealed watertight 4 in. min. Alternate outlet location Forcemain diameter 2 in. Weep hole or anti - siphon device Pump off elevation (ft) 90.171 Dose tank elevation (ft) 89.501 Note: Switches containing mercury may not be used in this system. Page4of I.- Mound System Maintenance and Operation Specifications JUN 2.5 2026 Service Provider's Name James Daniels Phone 7157330906... ;,.liana?o naPgz"�/ POWTS Regulator's Name Burnett Co Zoning Phone 7153497600 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450.4 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Inspect and/or service once every 3 years Should inspect and clean at least once every 3 years Test once every 3 years Should test monthly Laterals should be flushed and pressure tested every 1.5 years Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished ...... .............. Grade vi 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Micheal Chloe Radandt Page 5 of Ja Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code JUN 252026 Bc/ General old Ca �f �i�t d atcom onent This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in acttbH rtS p manuals [SBD-10691-P (N.01/01, R. 11112), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01101, R. 10/12)) and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis, Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8 -inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Scats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October -February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5. 30 mg/L TSS, 10 mg/L FOG, and 104 cfu1100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and It is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: Micheal Chloe Radandt Page 6 of /2 :.J Jl1N 25 2020 Effluent Pumps 2 Model: EPF3O PWrn;n ;;.7 .'.00m8 A9c„�Y P U t4 P Specifications and Performance SPECIFICATIONS Model HF Hr !9F.; •"rii Rf-n. Fall L oed H594 Sr.: Cord Cord Cord Amp; Cod: T'pi Sza O.D. EPF30 3/'I0 60 115/230 3450 8.0/4.0 R SJTW 16/3C .34 EPF30 PERFORMANCE CURVE 40 35 30 25 20 15 10 5 0 0 10 20 30 40 50 GALLONS PER MINUTE EPF30 PERFORMANCE CHART 60 70 80 Total Lift(feet) 0 5 1O1520 20 25 30 32 GPM 75 70 63 56 44 31 9 0 7o i-4 4 r1Ei "I IVED JUN 25 2826 Installation Step I Dry fit the ftlter.case onto the outlet pipe going to the drain field. Ensure it is centered directly under the access opening. (if outlet pipe is already in a fixed position, additional pipe may need to be added) Step 2 If uglizing the additional single side support and the two bottom supports: While the case Is still dry fit to the outlet pipe, measure and cut 1"schedule 40 pvc pipe to the length needed to extend from the hubs that are pre- molded into the case to the side wall and the inside floor of tank. solvent weld pipe Into the hubs thak are fire -molded Onto the case. Step 3 Solvent weld the, case to the outlet pipe. Insert the filter cartridge into the case pressing down on the cartridge ynfil;lt locks Into place at the bottom of case. Step 4 if utilizine a vertical read switch: Insert switch into the hole pre -molded into the top of the filter. Press straight down until It locks into place Maintenance 1) Remove the access lid of the tank. Note: To ensure undesirable solids do not exit the tank and into the drain field, the tank should be pumped out until the level of effluent is below the outlet level of the tank. 2) To remove the filter cartridge from the filter case, pull up firmly on the handle of the cartridge dislodging it from the case. (if utilizing a vertical read switch, removal of switch is optional) 3) Using an ordinarygarden hose, rinse the filter cartridge ensuring all visible septage material is removed. 4) Place the filter cartridge back into the filter case pressing down on the cartridge until it locks into place. S) Place the access lid back onto the tank ensuring it Is secure. lifetime filter has a lifetime limited warranty: Lifetime filtert.LC warrants the filter will be free of manufacturing and workmanship defects during normal use for the period of time the original purchaser owns the product. Lifetime filter will provide a replacement filter in the event that the original filter vas not damaged during the installation or maintenance process. Damage to this product caused by accident, misuse or abuse :will not be covered under iris warranty. Improper care or malfunctions resulting from product not being installed, operated or maintained pfoperly will void this warranty. Lifetime filter assumes no responsibility for labor charges, removal charges, Installation or other incidental or consequential costs. Contact: mikeiSlifetimefilterlic.com Phone: 502-724-223! 'S'c'rvic I s4 i` /l c< / .5 lRan [Cln3oh 12", N V 3 Q . 332 jud2510%6 �o3y ? — /Oao/Co0 wlctr o r 2 /f L IT2i iI iM f 7Ci lhnr 5e4 yo t_7•• CGII GGn }ate yG.33 jM11 ich«, I e CA1re 240tc.,t NC 5w jfl T 98V /2 y— Co.le 1 "_ '10'• !Ajm /00,0 nAil ln Q"vooL/r 5s..i,4. l_/,1 Wt II -to £c % i0/ Even mo.H�• SyJteln &ev. U� �R1 N l.'ne X o & S4wJ-I'I t prop ,S Fn'- -0 3d &S Private Sewage System Maintenance Agreement I Chloerice O'Flanagan 522 LW 3265 Rankinson Rd. Iron River WI 54847 27168 As owner, I (we) do hereby certify the private sewage system will be Installed in accordance with the certified soil testers 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) NE 114 of SW 1/4 Section 28 Township 48 N. Range 9 W Additional Legal Description: Town of Oulu Lot _ Block Subdivision DOC 2024R-604290 (Acreage) 40 Gov't Lot Lot _ CSM # _ Vol. _ Page _ CSM Doc # Return To: DOCUMENT NUMBER 2O26R-612803 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY, WI RECORDED O7/O2/2O26 AT 12:22 PM RECORDING FEE: $30.00 PAGES: 1 Planning and Zoning Department Area ❑ In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Sewage System: ® Mound O At -grade Sewage System ❑ Other Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make such inspection, the tank Is found to have less than one-third (1/3) of the volume occupied by sludge and scum. Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided above. The switches and pump controls shall also be inspected and maintained to ensure operability of said oompgYarlk�IVED 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 manufacturers specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.66.72Min. 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 install8UgfieMCat least once every three (3) years thereafter to determine whether wastewater or effluent from the system is ponding on the ground sullJasaing and Zoning Myif✓iy 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. Owners) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges maybe placed on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided by law. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such property. Owner(s) Name(s)— Please Print cart p Subscribed and sworn to before me on this date: aoa� Note dOwner(s)—Signatures) Note Public My Commission Expires: Drafted by: Michael Radandt Date: 07/01/2026 rrnnnl-1111O �� Proofed by: uiromis/sanitary/sepaanalntenceagreement Bayfield County Register of Deeds Document #2026R-612803 Page 1 of 1 Revised July 2020 BAFIELD Bayfield. County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: RADANDT, MICHAEL 908 FRANKLIN ST SPOONER, WI 54801 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00450 Transaction Number: SR -00450-48A85 Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 2181 Paid by: James S Daniels, PO Box 158, Webster WI 54893 Payment Type: Check Transaction Date: 7/2/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. 3-4-Y F I E LD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: RADANDT, MICHAEL 908 FRANKLIN ST SPOONER, WI 54801 Description State Approved Plans (Mounds, Systems Requiring Pre -Treatment, etc.) Submission Number: SS -00781 Transaction Number: SS -00781-48A86 Amount $500.00 Total: $500.00 Payment Amount: $500.00 Reference: 2181 Paid by: James S Daniels, PO Box 158, Webster WI 54893 Payment Type: Check Transaction Date: 7/2/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-79S STATE SANITARY PERMIT OWNER: CHLOERICE L O'FLANAGAN G OV'T LOT: LOT: B LK: NE 1/4 SW 1/4 SEC: 28, T 48 N, R 9 W TOWNSHIP: Oulu SOIL TEST: 76-26 NEW SYSTEM SYSTEM TYPE: Mound > 24 in. of suitable soil PLUMBER: JAMES DANIELS EMILY MACGILLIVRAY LLIVRAY DATE: 7/2/2026 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: # 273420 Condition: Adhere to state conditions. THIS PERMIT EXPIRES 7/2/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION