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HomeMy WebLinkAbout26-55SL/ Request for Sanitary @ispectbn (24 Hrt M _? EincG) Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114 if you do not have a fag and must email the inspection; you must email all staff merlibels. Note fl Time Change fl Discrepancy fl Other I l w` ' G 3if v l Ct Phone Number Z j z Plumber: Fax Number 0 Earn 4 O Email Address Homeowner: I'4 1,fthe Sanitary g4. i --5 tT� Immediate Phone Number So Zoning Dept can call you right back (if needed) Permit #: Plumber's Choice Ip ept C / No Inspection(s) during this time Date: Tuesday (9:30 am - 12:15 pm) (Tracy) Time: Plumber's Choice Zoning Dept Township:n „ l Address # & Road Name: / 1 , , l5 (ix - or 9 J3�D Directions To Site: 3 / Comments: Pkimbars y3u must verify any change(s) by fax or maef Notes from Zoning Dept: utformslsanilarylrequestforinspectlon Zoning Dept (@4112104); ® June 2023 In, r„ JOSEPH GARIBALDI 479 25 1/2 AVE rIIMRRRI.ANf WI 44R29 Private Onsite Wastewater Treatment s ( POWTS),Inspection Report (Attach to Permit) setbacK to: County] p / Sanitary ennit No: State Plan'Transaction ID#: Parcel Tax No: 774 c....._ 10 /✓/f -I I 2,(— I I- N/A I Pump I Siphon Information Pump Manufacture IC4/ ' Pump Model Demand GPM Filter Manufacturer Filter Mosig(�11, 1 TDH Lift Friction Loss Head Total Fotcemain Length Dia Dist To Well nianercal roll lntnrmAtlnin DIMENSIONS Wi h _f( Length —'—'I # of Cells / SETBACK FROM Prop.. ' Bull ' Well OHWM Type of Cell Manufac rer. t ` Model Number. Pretreatment Unit Manufacturer. Model Number. N/A Elevation Data STATION BS HI FS ELEV Benchmark Bldg. Sewer 7, • k Tank Inlet Tank Outlet Dose Tank Inlet Dose Tank Bottom Inst. Contour Header/ Manifold Distribution Pipe Infiltrative Surface 5 ti b 4 j Final Grade Itribution System X Pressure Systems Only leader/ Manifold Distribution Pipe(s) X Hole Size X Hole Observation Pipes angth Die Length Dia Spec Spacing X9es ❑ No soil Cover ` z Over )OMMENTS: (include code discrepancies, persons present, etc.) VtFJ an revision required? ❑ Yes ❑ No .Ll e other side for additional information. Date ;Rn-n7ln rR nah1I ❑ Yes ❑ No POWTS Inspector's Signature mulcnea ❑ Yes ❑ No License Number Property Owner Information BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Bayfield County Courthouse Fax: (715) 373-0114 Post Office Box 58 e-mail: zoninola�bavfieldcountv.ora 117 East Fifth Street Web Site: www.bavfieldcounty.ora/147 Washburn, WI 54891 JOSEPH GARIBALDI 479 25 1/2 AVE CUMBERLAND WI 54829 As you know ii c -u15 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 AM/PM On 20 G at I (AM / Pl?the above -mentioned plumber contacted our office to conduct a re -co er 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. LIISystem could not be inspected because County could not respond to plumber's time constraints. Comments: Wfarms/sanitary property owner -input April2019 � r •��r',u""t EciV0 Department of Safety County BAYFIELD x a i 0 & Professional Services, Spy Permit Number (to be filled in by Co.) y asps MAY 2 7 2026 Industry Services Division Bayfeld Co. J planni'Samary e=t Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit NA 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 maybe used for secondary purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. CLUB LAKE ROAD L Application Information — Please Print All Information Property Owner's Name Parcel # JOSEPH GARIBALD & JEER NITCHEY TAX ID: 16310 Property Owner's Mailing Address 479 25 1/2 AVNUE Govt. Lot NA City, State Zip Code Phone Number 18 GRANTSBURG, WI 54829 763-567-8737 I,, Section IL Type of Biding (check all that apply) Lot # T 44 N R 05 w or2 Family Dwelling — Number ofBedrooms 3 NA Subdivision Name B k# I NA Ei'Public/Commercial — Descrbe Use NA City of O State Owned — Describe Use CSM Number O Village of NA ILw GRAND VIEW 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 a licable. A. X I w System R �ly Replacement System Other Modification to Existing System Additional Pretreatment Unit (explain) (explain) B. Holding Tank 1 X In -Ground (GEOMAT) At- Mound Individual Site Other Type (conventional) Grade Design (explain) C. Renewal Before Revision Change of Plumber Owner Transfer to New Owner ist Previous Permit Number and Date Issued Expiration IV. Dispersawrreatment Area and Tank Information: Design Flow(gpd) Design Soil Application Rate(gpd/sf) Dispersal Area Required (sf) Dispersal Area Proposed (s f) System Elevation 450 2.0 225 243,75 95.47 FT. Capacity in Total # of Manufacturer Tank Information Gallons Gallons Units New Tanks I Existing Tanks a U vs w C7 P, Septic or Holding Tank 1000 000 1 WIESER COMB x Dosing Chamber 650 I 650 V. Responsibility Statement- L the undersigned, assume o sibillty for installation of the POWTS shown on the attached plans. Plumber's Name (Print) I MP/MPRS Number Business Phone Number RYAN STRAND 798301 715-558-1673 Plumber's Address (Scree City, State, Zip Code 1057N TO USTRIAL PARK ROAD,ZY_WA'RDW1 54843 VI. County apartment Use Only ApproO Disapproved Permit Fee Issuing Agentfignature $ •i- n // O Owner Given Reason for Denial 0 0 �t Con tions of Approval/Reasons for Disapproval /2/24 yn)5 L acAed cLko. Attach to complete plans for the system and submit to the County only on paper not less than 81/2111 inches in size SBD-6398 (R. 03/22) GeoMat IN GROUND AND DOSING DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE All Water Treatment Systems To Be Removed From System Project Name: JOSEPH GARIBALD & JENNIFER NITCHEY Owner's Name: (SAME) Owner's Address: 479 25 1/2 AVENUE CUMBERLAND, WI 54829 Property Info Property Address: Legal Description: Township Subdivision Name: Lot Number: Parcel I.D. Number. Plan Transaction No.: Index Pages Index and title CLUB LAKE ROAD SE SW Grandview NA NA 16310 (TAX It; Page 1 Page 2 Page 3 Page 4 Page 5 Page 6 Page 7 Tank cross sections Page 8 Distribution media RECEIVED S 18 T44 N R 5 W County: Bayfield Block Number: NA CSM#: NA Data entry GeoMat dist. cell drawings & calculations Lateral and cell cross section Management & contingency Maintenance & specifications MARY JO HUPPERT Page 9 Plot plan Page 10 Filter specifications Page 11 &eiFtest TANK SPEc-5 Page 12 Soil test pl tEA 5FEGs Page 13 Soil -test EL RATA Page 14 Soil test pg 1 Page 15 Soil test pg 2 Page 16 Soil test pg 3 ENT rAaeA&ucT9 : PEK1+1r') MP,1At"fW License Number. 1859-007 Phone Number. 715-426-1775 Gr�i�i�i�'�i�w+t�'i.'s' Si��• . ��• ant to the ionent Manual Apri12019 Version MAY 272026 Bayfield Co. Planning and Zoning Agency Page 1 of 16 In Ground and Dosing Distribution Component Design ne-cnn Wnrkehnnt To Be Removed From R Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Row (gpd) 0.00 Site Slope (%) 95.47 Prop. System Elevation (ft) sand & Native soil contour 39.00 Depth to Limiting Factor (in) 0.80 In -situ Soil Application Rate (gpd/ff ) 6.72 Lowest Original Grade Ele. In System Area (ft) 96.87 Highest Original Grade Ele. In System Area (ft) 93.47 Limiting Factor Elevation (ft) -0.10 Depth Below Grade L N ISD Required? Distribution Cell Information 3.251 Cell Width (ft) i,'1 Numberof 2.00 Dispersal Cell Design Loading Rate (gpd/ft2) 21 Influent Wastewater Quality (1 or 2) Distribution Information Center or End Manifold, Dist Box or Drop Box Number of Laterals Lateral Spacing (ft) Forcemain Drainback (gal) Forcemain Fitter Loss (ft) Forcemain Diameter (in) Forcemain Length (ft) Inside Pump Tank Elevation (ft) System Head (ft) x 1.3 Vertical Lift (ft) Friction Loss (ft) Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpm) Minimum Dose Volume (gal) System Demand (gpm) System dosed I Y Does the forcemain drain back'?I Y anufacturer Information Treatment Tank Information Effluent Filter Information 1000.001 Septic Tank Capacity (gal) Orenco Systems Filter Manufacturer Wieser Concrete Products, Inc. lManufactumr 4FTS0436-28, Filter Model Number Dose Tank Information Gallons/inch Calculator (optional) 650.00 Dose Tank Capacity (gal) Total Tank Capacity (gal) 17.00 Dose Tank Volume(gal/in) Total Working Liquid Depth (in) Wieser Concrete Products, Inc. jManufacturer gaUn (enter result in cell DoseTankVolume) Project JOSEPH GARIBALDI & JENNIFER NITCHEY Page 2 of 16 gEDEIVED MAY 272026 Bayfield Co. Planning and Zoning Agency In Ground Plan View 11 m C©li O©oMat Calcu Mons I 2.17 K 1 S 0.00 ft ft ft A 3.25 B 75 L 77 W 7.59 Basal Area Calculation GPD Loading Rate 450 0.8 gaVsq today Totall 562.5 ft2 Number of Cells 1 Cell Length 75.00 Min. Cell Length 69.2 Cell Spacing 0.00 ft ft ft ft ft ft ft Basal Area Required 562.5 Basal Area Proposed 569.25 GeoMat Dispersal Cell Basal Area Calculation GPD Loading Rate 450 2.00 gausq ft/day Total 225 ftz Prnnnsed 243.75 fe Lineal Feet of GeoMat Required 69.2 Lineal Feet of GeoMat Proposed 75 System Elevation 95.47 Limiting Factor 93.47 Separation 2 NO I t: Min J 0tI/Iertslon = l \ ,4�•Z� f w t 2'Min Directions: Dlay with cell length to get desired cell spacing, length and width. Remember system SHOULD be longer than it is Nide. It must also Satisfy basal loading rate and GeoMat cell loading rate. Project JOSEPH GARIBALDI & JENNIFER NITCHEY Page 3 of 16 RECEIVED MAY 27 2026 Hayfield Co. Planning and Zoning Agency End Connection Lateral Layout Diagram Hole spacing is every 12" , 11T hole at 4 & 8 O'clock, starting 4 O'clock 6" from end and 8 O'clock Holes at 12' from end. 4Perforated pipe may be used. Pipe Length = GeoMat Length Lateral Spacing I 0.00 ft Pipe Diameter ®in Distribution Cell Cross Section -, 12"-42 `.e ari, iaealLevd -0.1ft— IN hfiltttve 4 I '-+ FipeI)it:; �, "f ua -= F sbus fgeomat to be at or .. - odginai grade I11 I I ._ATM 33 £ I f l, l t l t l C'oora 1' abaci" S5rch __IdA7 iVE.SO[L r ==_z 4 ___ L. .tgF2= 391n -.__b. Observation Pipes MRY ? 7 2U2G Bayfieid Co. Planning and Zoning Agenq 12' Min. 42' Max. 95.47 Project: JOSEPH GARIBALDI & JENNIFER NITCHEY Page 4 of 1B Notes/ Maintenance Requirements MANAGEMENT PLAN This private onsite wastewater (POWTS) has been designed, and is to be installed and maintained in accordance with SPS 383, Wis. Admin. Code, the in -Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0 SPS-1 0705-P (N.01/01). GeoMat in ground Component manual April 2019 Version. 1. This POWTS has been designed to accommodate a maximum daily flow of 45i9Rons of wastewater per day. The quality of influent discharge into the POWTS treatment or dispersal component shall be equal to or less than all of the following. A monthly average of 30 mg/L fats, oil and grease A monthly average of 220 mglL BOD5 A monthly average of 150 mg/L TSS Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcement standards and preventative action limits specified In ch. NR 140Tables 1 & 2 at a point of standards application, except as provided in DSPS 383.03 (4), Wis Admin. Code. 2. The owner of this POWTS is responsible for system operation and maintenance. 3. Defects or malfunctions identified during maintenance described above shall be repaired In conformance with SPS383 Wis. Admin. Code, and the pertaining county Private Sewage Systems Ordinance. The user's manual, provided to the owner of the POWTS includes the names and telephone numbers of the properly licensed individuals to contact for such repairs. 5. No product for chemical or physical restoration or chemical or physical procedures for POWTS may be used unless approved by the Dept. of Commerce in accordance with SPS. 384, Wis. Admin. Code. 6. If the POWTS is replaced, or its use discontinued, it shall be abandoned in accordance with SPS 383.33, Wis. Admin. Code. NOTES Two Effluent Filters to be installed where possible 1 to be installed in ST, and or 1 In pump tank in order to Insure particle size less than or equal to 118". Filters should be cleaned once in spring, and once in fall. Also, strainers in sinks in the building shall be maintained, so that solids and fats are minimized to flow into system. A minimum of 2 observation pipes per cell shall be installed. These pipes shall be located approximately at the end of each cell. The plumber, or county shall see to it that a copy of these plans including this page, maintenance folder, and maintenance agreement is given to the homeowner. This system may contain a dose chamber. If a pump, float, electrical outage causes the dose tank to fill, the homeowner should see to it that the effluent level in the tank is brought down gradually and not all dosed to the system at once. One large dose could cause damage. Contact a pumper or your installer if this problem occurs. The homeowner is responsible for formulating a water conservation plan that will ensure the system is rarely overloaded. I.E. spread laundry out over time, not 6 loads in 2 hours, while everybody showers, and uses the toilet, ETC. CONTINGENCY PLAN FOR COMPONENT FAILURE A. Septic Tank. Any structural failure resulting in cracks or leaks in the tank must be corrected by replacement of the septic tank component. Leaks in the joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water- tight, B. Outlet Filter. The outlet filter shall be replaced or repaired when it is either no longer capable of preventing the discharge of particles larger than 1/8 Inch or when it has become permanently degraded by clogging so as to interfere with the design flow out of the septic tank. C. Dosing chamber and pump. The dosing chamber shall be replaced if any structural failure is found. Leaks in joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water -tight. The pump and controls shall be replaced when they are no longer capable of functioning according to the design plan. D. Pressure Distribution Piping. Partial clogging of the distribution network may result in unduly long dosing cycles. The ends of the distribution laterals may be exposed and the threaded end caps removed. The piping can be disconnected on the outlet end of the pump. The distribution piping may then be back flushed to cleanse any accumulated matter from the piping. It is recommended that the dosing chamber then be pumped by a licensed plumber. E. Soil Absorption Cell. The discharge of sewage or wastewater to the ground surface is strictly prohibited due to the human health hazard created by the effluent. All failures created by surface discharge shall Immediately be reported to the appropriate county. The pump shall then be Immediately disconnected to prevent further discharge to the ground surface via the soil absorption cell. The existing septic tank and dosing chamber shall be used as a temporary holding tank until the necessary repairs to the soil absorption cell can be achieved. The replacement shall be Initiated only after any necessary plan approvals have been obtained from the appropriate plan review authority and the required sanitary permit is obtained from the county. Project: JOSEPH GARIBALDI & JENNIFER NITCHEY Page 5 of 16 RtCEIVED MAY 2'17 2026 Bayfield Co. Planning and Zoning Agency Maintenance Service Providers POWTS Regulators System Flow and Load Parameters Design Flow - Peak 450 gpd Estimated Flow -Average 300 gpd Septic Tank Capacity 1000 gal Soil Absorption Component Size 243.75 ft2 Type of Wastewater Domestic Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System In Ground Phone 715-9349412 Phonel(715) 373-6138 Maximum Influent Particle Size 1/8 in Maximum BOD5 30 mg/L Maximum TSS 30 mglL Maximum FOG 10 mg/L Maximum Fecal Coliform 10E4 cfu/100 mL Service Frequency Inspect and/or service once every 3 years Inspect andcleanasnecessary at least onceevery 3 years Test once every 3 years Should test periodically Laterals should be Hushedandpressuretestedevery 3 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 GeoMat In Ground Component Manual Ver. April 2019. 2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component Manual Ver April 2019. Media is covered with an approved geotextile fabric. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Scarification of basal area is accomplished with a rake or other tool. 5. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. 6-8" Diameter �o°o°o°o°o°o°c°<Finish� JOOOO°OOOO O OOC Lawn Sprinkler 0 o o°o°o°°o°<Grade Box at Lateral Lateral Turn -up Detail 95.47 Feet Project: JOSEPH GARIBALDI & JENNIFER NITCHEY RECEIVED MAY 2 7 2026 Threaded Cleanout Plug or Ball Valve Vent if itjrrrfot Dosed Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Page 6 of 16 Baytleld Co. Planning and Zoning Agency Dose Tank Information Dimension Inches Gallons A 21.43 364.23 B 2.00 34.00 C 2.81 47.77 D 12.00 204.00 Total 38.24 650.00 Forcemain diameter 2 in. t.- Pump off elevation (ft) 90.00 Dose tank elevation (ft) f-- 89.00 Wieser Concrete Products, Inc. Capacity 650.00 Volume 17.00 Filter Manufacturer Clearflow Filter Model Number NSSCFF324 Alarm Manufacturer SJE Rhombus Alarm Model Number AS Pump Manufacturer Zoeller Company Pump Model Number 98 Pump Must Deliver I 25.00 gpm at 10.81 ft TDH Note: Switches containing mercury may not be used in this system gal/inch Project: JOSEPH GARIBALDI & JENNIFER NITCHEY Page 7 of 16 RECEIVED MAY 27 2026 Bayfi&d Co. planning and Zoning Agency Ida 96 60 CYCLE Fsd Gabes MMss Lass n u m ro Q I' ss. R R •.a Oa ap a U so mabc IX H 272026 S. 1 1/2-11 1/2 Nfl 6avfiaid GO. panning and 711110 Aceccy CONSULT FACTORY FOR SPECIAL APPLICATIONS E)ettricai allenreiors, for dttplan systems, we amiable and suppled will an clays Maeherwal S nlelo... for duplex systems, are available with or vvihout alarm srirhes_ Standard all modals - Weiqht 39 lbs. -'A H.P !reads cols adarJbw Ibis Nalas# rem f be ar moo 115 1 rYao VA 1ar1i7 — No 115 I t.4 2a2&6 . 3or465 oO 230 1 at 4.7 tarts? — ego 730 1 Non 4.1 2ar2ia 3w1&5 idlmead maaid2edlrindeieirbmaY�a■flAiarkVbihir tawlSa7is. NT7:BmmarolNsatriil0ak�edd�Gflr6r�5an�19vea�8ais.F70NJ: /a Hrn Sf aMls pbnlCead. R11SYR 1111s 9lslamns. ROi3t 16 16 • Variable level Goat m4ches are available for oafYoig single ad flee phase sSsisam • Double piggyback variable level its switches are available for variable level log cycle axstts. ;EJECTION GUIDE 1. Giapdiodaparabn 2pdeewdviulenadm. mo mudsmwlmxeYdrpuud. 2 5bab e.v4 wsbhbbwl astanirL oriuble pippr3sk. ddi bowl. abdlaMdl. AOrbFYM77. 3. araH_ne1.J n,.tr1a0W2or1600r5- 4. Sea fl T12, trwad ebilo(SeWcOIAMMMW. 5. Coneof Beach 10.07ffi ad as wad adrlmis. yadry dpom (7) or (4) sodaydanL 6. re.r$) -_ir alrrpla mzroedisnrsiwdk eiapisordmpismapsarsm, 1C- 7. Tw0(2)hobJ4'S. trawbmral.hwua a nspaoe. eAIMOH AN iciallatkn of controls. prolegkn devices and _fdng shoaid be dame by a gmwWied rranscdokchidan. An electrical and safely rsdes should befoNornd'-i-.c. Nemassl meceM National Electric Code (NEC) and the Occupational Safely and Heath Act (0SHAI. RE fR•VE POWERED D SiGr'i For tmusuill col dons a reserve safety factors engineered into the design of every Zoeller pun. Stilt P.0. OM lUA JalaiRxrf7 - • -.. ._ R 3N011twibel ladeilnan-fall if )IrTT/4niar 7S$3r-1m—s-- - FNr(70PJTTFJR4 IJk6�% _of GeoMat Distribution Cell Media layout p 3.25 Cell Width (ft) 2.63 Sidewall to Lateral (ft) Distribution Cell Cross-section Arrangements njioiiefifti�Wd 0 DIstribution Pipe GeoMat is covered with approved geotexdle fabric as per the their product approval. Distribution Cell Plan View Layout -Typical 3.25 Cell Width-A(ft) I 75.00 Cell Length-B(ft) End Connection Lateral Layout Diagram ED C�aN 212U�6 Bay('et a�°in9 ty piannin8 and Typical Dispersal Cell Finished Grade ` ` `• "r C.O�CIW®1CY'tCd` e�ckfi4'..�. CEO MAT i l l 2' As M 33 °en I l 1 r 1 r 1 t 1 Cunpancot _ _axArIVESO ------ sttr vest See details on page 4 for number, size, and spacing of laterals. Project JOSEPH GARIBALDI & JENNIFER NITCHEY Page 8 of 16 $1 tW3*QL 4g4 P Ah • wts-V„a ao -----1i --- .. cS ott)! , A5•* Z 0 ,IH-- °f1 "W(J ,, • (F 1:w^off .was 0+ P ii''° -W1 .}saw ,Z Lib ' GI-, J ,L '1b • 1 az a '1' °N c1n , "°r-' lj ,D J von 'V pz, 7 U 0 .)' 5 -h h _.L 91 F MSj 5 NEW SEPTIC SOLUTIONS CLEARFLOW FILTER INSTALLLATION AND SERVICE INSTRUCTIONS MODEL NO. NSSCFF324 FILTRATION 1/16" (.062" diameter holes) 0.50 FLOW RATE 83.8 gallons per minute @ ipsi. TDH Increase the total dynamic head loss by .05 feet of head to overcome friction loss from the filter Address: N6643 Blue Lagoon Lane City, State, Zip: Casco, Wi 54250 Telephone: 608-333-3610 Email: info@newsepticsystems.com Website: www.newsepticsolutions.com INSTALLATION The NSSCFF324 ClearFlow is made to fit on the discharge port of any pump with a 2 -inch NPT discharge. The filter can be adapted to fit pumps with a smaller diameter discharge. Install the filter in a position where it will be easy to service. • Place a 2 -inch Schedule 40 PVC male adapter (MIPT x socket) on the end of filter. • Measure the amount of Schedule 40 PVC (tail section) needed between the filter and pump. Cut the pipe to the desired length and insert into the pump & filter. • The filter housing has a 2 -inch Camlock coupling connection to the force main. DO NOT REMOVE FILTER IF WATER LEVEL IS ABOVE FILTER CANISTERI 4y4 The length of time required between service intervals is unique to every application. As such, we recommend the filter be checked within 12 months of installation to determine future service intervals. Systems with known or suspected high volume usage should be checked six months after installation. DO NOT USE PLUMBING WHILE FILTER IS REMOVED LEA,..:J_ .... ... G , Y DO NOT ALLOW SOLIDS TO FALL INTO FILTER CASE • Unscrew the 4 -inch cap and remove the screen from the filter housing. • Taking proper protection, clean the screen using a hose with a spray connection. • After cleaning, inspect the screen for damage or corrosion. (Replace if necessary.) • Place the screen back into the filter housing and screw the cap back on, taking care not to cross the threads. QUALITY The filter housing, cap and coupling are made of heavy-duty ABS injection molded plastic. Injection molding insures the first part made and the ten thousandth part are virtually the same, insuring consistently high quality in every part. The stainless steel screen is made of 316L ((L stands for Low - meaning low carbon) 316L stainless contains molybdenum, an alloy which increases strength & hardness and enhances resistance in areas high in salt air and chloride, giving it the nickname 'marine grad9' t eei. MAY 27 ZQZ B3yfield Co• pianninfl and ZoningAgency REM NO. PART NUMBER I Filter Body 2 Cam Lock 3 Fitter Cap 4 Large Gasket 5 Screen fide+ ITEM NO. SW -File Name(Fite Name) I screen 2 Flange 3 Wire handle 4 Large Flange 4 -in. (100 -mm) Biotube® Effluent Filters Extendable Applications tee handle Orenco2' 4 -inch Biotubee Effluent Filters are designed to remove sot - Vented top plate, ids from effluent leaving residential septic tanks. They can be used in standard new and existing tanks at flows of up to 1200 gpd. Biotube° filter cartridge BlotubdV filter vault I'ir7Y 27 205 Bayfeld Co. fanning and Zoning P9en�/ General Orenco 4 -inch Biotube Effluent Filters (U.S. Patents No. 4,439,323 and Biotubes 5,492,635) are used to improve the quality of effluent exiting a septic tank In a residential septic system. Increased effluent quality improves system performance and extends drainfield fife. The Biotube cartridge fits tightly in the vault and is removable for maintenance. The tee handle can be extended for easy removal of the cartridge. Flow modulation plate (optional) Vault Inlet holes Standard Models F1S0444-36,FTSO444-36M,FTW0436-28,FFW0436-28M F1W0444-36, FIW0444-36M Product Code Diagram r❑-❑-❑ Tow modulator and float switch bracket options: Blank = no options selected M = flaw modulation plate installed A = float switch bracket Installed Cartridge height, in. (mm): 28 = 28 (711), standard 36 = 36 (914), standard Alter housing height, In. (mm): 36 = 36 (914), standard 44 = 44 (1118), standard 4 -In. (100 -mm) filter diameter outlet tee: W = ms Type 3034oWettee S = fits Schedule 40 outlettee Alter mesh option: Blank = Y -in. (3 -mm) fitter mesh P = 'Mn. (1.6 -mm) filter mesh I Biotube ° effluent filter Materials of Construction Vault PVC Biotube® cartridge Polypropylene and polyethylene Handle components PVC, polyethylene, stainless steel Orenco Systems- Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com NTO-FT-FTS-1 Rev. 3.0, ® 05/18 Page 1 of 2 inal flow modulation plate) (on optional flow modulation plate) RZCIVED MY 271026 Bayfleld Co. planning and Zoning Agency Specifications Model FTS0444-36, F1W0444-36 FFS0436-28, F1W0436-28 A - Vault height, in. (mm) 44.00 (1118) 36.00 (914) B - Cartridge height, in. (mm) 36.00 (915) 28.00 (710) C - Inlet hole height* in. (mm) 21.25 (540) 19.25 (489) D - Nominal diameter, in. (mm) 4.00 (100) 4.00 (100) Number of inlet holes 8 8 Inlet hole diameter, in. (mm) 1.13 (29) 1.13 (29) Discharge orifice diameter, in. (mm) 4.00 (100) 4.00 (100) Discharge coupling diameter, in. (mm) 4.00 (100) 4.00 (100) Filter surface area, ft' (m2) 5.1 (0.50) 3.9 (0.40) Flow area," iN (mz) 1.5 (0.15) 1.2 (0.12) Flow Modulation Plate (Optional Number of discharge orifices 2 Discharge orifice diameter, in. (mm) 0.50 (12.7) Number of air vents 1 Air vent diameter, in. (mm) 0.50 (13) Inlet hole height can vary depending on the configuration of the tank. Optimum hole height is 70% of the minimum liquid level. * Rheraea is defined as me rotas surface area of all individual Biotubes® within the filter camidge. — Row area is defined as the total open area (or area of the mesh openings) of all the individual Biatubes within the filter cartridge. NTD-FT-FIS-1 Orenco Systems° Inc. , 814 Airway Ave., Sutheriin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 3.0, 0 05118 Paget oft t. WLP1000/650-MR TANK NS 12'-2" -j 4" CAST -A -SEAL r4" CAST -A -SEAL I I l oc II IIII V If !1 *'::::r ' �::1 I��II T 111 cJi FILTER OR it II I `} BAFFLE IIIII1} t 0 W w w 4" VENT J t INLET — - _fJq_ OUTLET — I cn �+ �a I � � 11�� � 1•a U IL)M � 1 o -W I IMO I 0. •� 3.. iID- t .r --��---------�..L-.�_-Tr_ �� M PUMP PAD TANKS ARE MANUF TO OR EXCEED ASTM C-1227 TS cco O N r�- DIMENSIONS: WALL: 3" BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER < HEIGHT: r LENGTH: 12 -2 WIDTH: 7'-0" BELOW INLET: 43" E LIQUID LEVEL: 38" WEIGHT: 14,940 LBS. - $ ID INLET AND OUTLET: r $ o 4 CAST -A -SEAL BOOT OR EQUAL GASKET .- $ INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 26.32 GAL/IN (SEPTIC) 17.00 GAL/IN (PUMP) w cD LOADING DESIGN: 8'-0" UNSATURATED SOIL TANK CAN BE USED AS: Y $ I SEPTIC/SEPTIC, SEPTIC/PUMP, OR SEPTIC/SIPHON M o w I N COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) I CO w IA CUSTOMIZED TANKS: S FOR CUSTOM TANKS CONTACT WIESER CONCRETE Col a o• C nN T C to fB C) C REVIEWED BY REVIEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: 1 � OF 1 j-'!S1L '•�u 'Y.. - '. yw�� '• +,y.. r0..�i'• / t ` 3`x!4 � � ; q Lcl4c +'v♦r • !� �• a' ^ 4tIJ. 'i.' 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USA 248 MDwham Ru 28000 290O0 See NAMAICAGON - FAST Page 15 T • r .6PM' Novus-Wsoons'rn Access rev. 12.0206 ,f Estate Bayfield County Property Using Ay's Date: 3/27/2026 IDiption Updated: 12/1/2025 Tax ID: 16310 PIN: 04-0212-44-05-1&3 04-000-10000 Legacy PIN: 021101206000 Map D: I M D: ty: (021) TOWN OF GRAND VIEW SfR: S1S T44N R05W SE SW IN DOC 20258-609780104 Description: Recorded Acres: 31.740 Calculated AueS 31.743 Lott ry Claims: 0 First Dollar. No (F-1) Forestry -1 wing: ESN: 114 • Tax D T Updated 3/15/2006 _____ 1 COUNTY 04 TOWN OF GRAND VIEW 021 SCHL-DRUMMOND 041491 TECHNICAL COLLEGE 001700 Updated_ 3/15/2006 Recorded nnnmw nts ---_ ® TRUSTEES DEED 20258-609780 Date Recorded=10/30/2025 ® TRUSTEES DEED 2022P.-59335.^ Date Recorded: 711/2022 ® fERJ4INATION OF DECEDENT'S INTEREST Date Recorded: 8/30/2021 2Q21-5901 a TERMINATION OF DECEDENTS INTEREST 292 i R-5906MM Date Recorded: 8/30/2021 ® TRANSFER ON DEATH Date Recorded: 4/3012012 U WARRANTY DEED Date Recorded: 10/17/2006 ® CONVERSION Date Recorded: 3 Ownership 39SEPH GARIBAIDI JENNIFER NTTCHEY } Ti t JOSEPH GARIBALDI 47,9 251/2 AVE CUMBERLAND WX 54929 Property Status: Current Created On: 3/15/2006 1:15:25 PM Updated: 12/1/2025 CUMBERLAND WI UMBERLAND WI ilTrroMd JOSEPH GARIBALDI 479 251/2 AVE CUMBERLAND WI 54829 * indicates Private Road Site Address --._-------- --- N/A ii 5/10/2016 property A ent Updated= 2926 Assessment Detail Land imp. Acres Code G5.PRODUO VE FOREST 31.740 45.200 0 2=Year Comparison 2025 2026 45,200 Change 0.0% 45,200 Land: 0 0 0.0% improved: 45,200 45,200 0.0% Total: property HAY _. 1tVjAf4CkLf 20128-3564 1081-564 iV EO 2006rZ-509826 955-507 SAY 7 2076 788-573 BayfiZ Co. A encf panning a Private Sewage System Maintenance Agreement Owner(s) Name nn - l l �i o .r. l t�'YQ.Int �►2J.�; f*' _ I PJh.ti ; . P - N i c. h 6f Owner(s) Mailing Address '7? a.s% he. 5 a Site Address 1J/g Tax ID# ` .3/O 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 114 Section 18 _Township N. Range(' W Additional Legal Description: S ES W S 18 -- ryym Rogw Town of &h2Mcx_ V �r?.k✓ (Acreage) 31s'7I Gov't Lot Lot Block Subdivision Lot CSM # Vol. Page CSM .Doc # DOCUMENT NUMBER 2O26R-61 1 832 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 04/20/2026 AT 9:30 AM RECORDING FEE: $30.00 PAGES: 1 and Zoning Departn4 212026 Bayfield Co. Planning and Zoning Agency In -ground gravity ❑ In -ground dosed O In -ground pressure distrib`Utibrr SewSge System: ❑ Mound ❑ At -grade Sewage System ❑ Other Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date of installation and at least once every three (3) years thereafter unless, upon inspection by a licensed master plumber or other person authorized to make such inspection, the tank is found to have less than one-third (1/3) of the volume occupied by sludge and scum. Pump Chamber (system types B, C, D, and E): The pump chamber shall also be rinsed and pumped out when the septic tank is serviced as provided above. The switches and pump controls shall also be inspected and maintained to ensure operability of said components. Septic Tank Effluent Filter (system types A through E): The septic tank effluent filter shall be inspected and maintained as necessary and in accordance with manufacturer's specifications. Filter maintenance reports shall be submitted to the County as required by SPS 383.55, Wis. Admin. Code. Private Sewage System Dispersal Cell (system types A through E): The private sewage system distribution cell shall be visually inspected by a certified septage servicing operator, POWTS inspector, or licensed master plumber within three (3) years of the date of installation and at least once every three (3) years thereafter to determine whether wastewater or effluent from the system is pending on the ground surface. Mounds At -grade and In -around Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewater distribution cell component is inspected as provided above. Owner(s) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank In such a manner as to prevent or abate any human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges may be placed on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided bylaw. 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 ` a -e. CTS i t iL\ t Subscribed and sworn to before me on this date: n ` /-//Q/ .31, z02�r Notarized Owners) — Signature(s) j;1 Notary Public j'kL/ "-" e My Commission Expires:' ,.' : y '$ • * J •;;4 ' .t Dra Lr;bnJ4 Date: t.Proofed b '.! �a\({iggtertfjecrnaintenceagreement �,, C,c j1 Revised July 2020 t,\\`` '° t,U < C. cam, lnL `A ` %OV e_ Wisconsin Department of Safety and Professional Services nn �� TEST Page of t ` ~ - Division of Industry Services S 1�." 60 SOIL EVALUATION REPORT in accordance with SPS 385, Wis. Adm. Code County BAYFIELD E L D Attach complete site plar� aPP��r�c�,&16than 8112 x 11 inches in size. Plan must Include, Parcel I.D. but not limited to: vertically horizontal reference point (BM), direction and percent slope, �.ak 163 scale or dimensions, north arrow aYCalgcati� d distance to nearest road. �e A t�faa fRr nt all information. R e Da plannin„ 0 " I:?'/ Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner TO.SC GcLv`t b c h.kl, �e y1 . v. 1� dcLie Property Location rr�� ,,Govt. Lot SE '/. $LJ S D ❑ ❑ T y N R Jr E (or) Property Owner's Mailing Address L`19 z5 Y. Ave `7 6 3 Site Address or CSM and Lot #: Doc. -• t0 o rr $a i 1L( 3(.'i9 City State Zip Code I Phone Number ❑ City ❑ Village 10 Town Nearest Road Gm ber4,cc1. I C.t' I I S`lQz`I (5b7 ) g?37 c V P1 S o rt �(u(i Lake. P-8 Ig New Construction Use: 10 Residential/Numberof bedrooms 3 Code derived designflow rate %O GPD ❑ Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable N Of ft. Ep Parent material ce I '+ 11 General comments and recommendations: I • i, o v- FX o1(•e-A I(MOO h (L Boring # ❑ Boring Q6. S7 y I 's Q 3.45" IPit Ground surface elev. ft. Depth to limiting factor in. / etev. ft. ^� �JP►d✓ n 5(e4 -('. Z Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az.. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 •Eff#2 I t7 — '7.S t. 3/ s :1 z.-. �� w zu� c , +� , - (q ,. Y y — sl •' tt __� • 6 I _ lq- 4 Iasw 3 - It . 41 _S41 5 r y ���► s a s<<I iisbk r -- ..r U,2 ,2 Nt.3 2 Boring # ❑Boring %W q3.4e ']Pit Ground surface elev. ft. Depth to limiting factor id in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 Eff#2 I 0-(cv '7.S r 3 z •-- c' I 25! Phu 4 L) 2U4 g6 • $ Z 7 a 4/V � : )r Zwis b- " 'I Zuf' •(o •f� 3 11-4i' 'f 4/; r' S. L " " tf i o •(7 •g L. 4p -t40 S- 4 y I.S ' gc l t hrsbit ni - -- OP, uP.3 CST Name MERTON MAKI Signature` „ Q CST Number 224901 Address 10869N SMITH COURT HAYWARD, WI 54843 Date Evaluation Conducted IS -- t Telephone Number p (715) 634-8719 Effluent #1 = BOD > 30 5 220 mglL and TSS > 30 5150 mg/L • Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R04/21) 1iiiE1 Boring # Page o"_� ❑ Boring G (' 3911 Pit Ground surface elev. ft. Depth to limiting factor in. / elev. Soil Application 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 ( d .5 7 - 3 Z -- 2 WL r rvlv�v- vFL . 4 .0 Z 4B i s " p 1 r 2uF 4 •& .13 3 r w 3q 4 3 'I ►r 1g ( uc4 •6 t�- -50 r '� y G -r .s sr/S 5GI 1 h4s 6 I y.— i N . i. O .3 Boring # ai ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. I elev. ft. Soil Application 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 b x (co. -- `T 5o �9it ?( r p $61 Vvi to v e A- JGc ,` *)�.{, �+�. Y M,cL sr 1DOc) a M- ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in.! elev. ft. Soil Application 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 ≤ 220 mg/L and TSS > 30 ≤ 150 mg/L RECEIVED MAY 15 2026 Bayfield Co. Planning and Zoning Agency " Effluent #2 = BOD, 5 30 mg/L and TSS ≤ 30 mg/L �oSeL Gcv; 'cdcL L9 ZS%Z k.,, Cumbe-4ctvid,Lji s`tE3ii -763 - 313T lob:' n4i l C' c Lo 3 u Ivor k 4e zo PO $ l . 46.g -r' • Z. fib. S l' ! LL3 eLn to So i 3. L.1Z' �us�- 4c• o I t! .(,5;J5 ± 3Z.aG. Moovtd re ui rtd Pibr--f se1eZI 14ot,vtd Cleo . RECEIVED Gea 4� MAY 15 2026 << se M. Bayfield Co. Planning and Zoning Agency LP Cu, Gnc.hd %J Sete. Twp TO.( .1t U,310 Jsw 5 18 T' 4! y AJ 2 0 S(d o L v L..4 1-e~ Rd Jc. r oSa .3 L OKtoo u 6V BuluoZ Pus 6u!uu�d .o0 ploo� coop ___ __ 9ZOZ 5 s - b H LJ '-.:.t==== -z.t-'E :r c�' �1 fi t� --- , caoos�o�wso s s L h" b b h-� b � - os+f iI b ----- . i �eoocaoce Qoe • moo h �acci-sm_••s� ' C 1 — g i.woca•.o•o�o � f �"�• � .a.az 000. 41:1% :b z Lb oc t ` n f qpt)�• �9•.� �f� J 0O0m�d :1 .�"�a oesoQ .. 3 -zL b 18'9b S �1*I LO-ib Q 6 BAYFIELD COUNTY SANITARY PERMIT (#04)-26-55S STATE SANITARY PERMIT OWNER: JOSEPH GARIBALDI G OV'T LOT: LOT: B LK: 1/4 1/4 SEC: 18, T 44 N, R 5 TOWNSHIP: Grand View SOIL TEST: 40-26 NEW SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: RYAN STRAND SCOTT ROUSH DATE: 6/2/2026 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: # MP 798301 Condition: Properly Maintain System Per Recorded Agreement. THIS PERMIT EXPIRES 6/2/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION