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HomeMy WebLinkAbout26-131S" - Department of Safety County BAYFIELD I& Professional Services, Sanitary Permit Number (to be filled in by Co.) 00%q Industry Services Division �er..vnro♦` Sanitary Permit Application State Transaction Number In accordance with SPS 38321(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 may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(1Xm), Stats. (SAME) I. Application Information — Please Print AB Jntoiiutijrn -- r• Property Owner's Name (itt I , Parcel # (TAX ID: 10717) 17605 WOODCREST DRIVE Bayfield Co. Govt Lot NA 23 City, State I Zip Code o um er CABLE, I715-558-2207 54821 , section T 43 N R 07 w IL Type of Building (check all that apply) Lot if or 2 Family Dwelling — Number ofBedrooms 3 41 Subdivision Name k# BNA I TANGLEWOOD ADDN Public/Commercial—Describe Use ❑Cityof O State Owned— Describe Use CSM Number O Village of w CABLE M. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C i applicable.) A. ltw System XX Replacement System Other Modification to Existing System Additional Pretreatment Unit (explain) (explain) B. Holding Tank X In -Ground GEOMAT At- Individual Site Other Type (conventional) j Grade Design (explain) C. Renewal Before Revision Change of Plumber I Transfer to New Own ist Previous Permit Number and Date Issued Expiration I I NK Design Flow(gpd) 450 Design Soil Application Rate(gpd/sf) 2.0 Dispersal Area Required (st) 225 Dispersal Area Proposed (st) 325 System Elevation 93.60 FT. Tank Information Capacityin Gallons Total Gallons #of Units Manufacturer vm c U B in w d rn �, Si lz o P+ New Tanks Existing Tanks Septic or Holding Tank 1000 1)00 1 WIESER COMB x Dosing Chamber 600 600 V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) RYAN STRAND P1 tuber's Si atom MP/MPRS Number 798301 Business Phone Number 715-558-1673 Plumber's Address (Street, City, State, Zip Code I Approved t• O Disapproved Permit Fee Date Issued ,((\IJ— Issuing gent ❑(Tuner Given Reason for Denial S '!/1 /J— t)/j/21,1/(r/% % Ic r Attach to to the County only on paper not less than 8 112 x SBD-6398 (R. 03/22) r • � _____4�a • • aL 3 - SO1L EVALUATION `PEST # IfO Po.,�pl,biprnstp�raetiMsffi..S1lZ=�, lRawmwwm .�, La a21 ,0 7,' befnoiiddradio�rwOri�iardbo�#oo�+l e a-PsPd�iE *soft andp�o�ncMopR soia��aYo�w. oot� s1oM�ae+diva�enaMJ�iino�bar�rwt�o�3. 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AZ Cat C*r Tim*" 9bu Oic9oendry 9oa1a aP0 1 e-ts w44 *4 sI ,Fs* m4 ♦1 • A .7 2 z - 3 SYR NJ s'! Z. .S6k m !m 4, i 3 3k$o I r :- .7- 4 L 3YR � YY c``aaii_ - i 1 QPt Ord sca4�ofiiw.��1. Depth ID I N a *r *t 1.r_ R 9A team No�faonI Orptith Rsc- OwalRton Ti Dotal i os 9otnduey 9naia tri MmiA uI GAL Az Cat Cur Gr. 8a. 8IL * . Z —M; p ,6 �# ❑ P 8 wdwjMosdW.[j —.._„_ Deiplh8s b.I I. 8ioi tit tio�oet OW& t©dw ftie mrDmm%sm +m: Catiitwroo 9oynduq Q'Dm'F't� h M m .t 'ElMI E t#1 =900 a0 s?9<t mga. and T.iB� �oslboaolL • Kati¢ *� 90q s 8o Holt. and T88 s 80t�'t. SE 4 202 I 4/4 Soil Profile Sheet Owns: 1�'1C "j Soil Tester. Rrar≤,aJce g I �Systm M. gvad _____ {.Or1• Ri e • j System R3ngef4Q,to 9 P/ i��•�o pG 963'qqD P3 qs. l 1 -- ?j.33 r ♦ '��• ..._ `j3 -V r q/ s ' 1 ..r-- j -4 - ___ . .... N.. M.M. S��._ P 1.4 20,Z6 i ... ..:._ ._... f �e;lCJ1:". ... .. . w® Gacvtua '"IO"IcT'u Baytield County, WI 1r µ•,i �w `1 ; "' / c:7' ♦ ' yr r ., co ^7 .1 vt a"p y Sfa�r'a�F jy' }J�L��� y ,jam/ ,• � :+� r.� t slyi �♦� aft •� � i �y"' /y. � �t. �., �Y7f/'rAyf� il'� SrOny 5T"cHfE�.a ;'.1✓.y ♦f•} r ! �'i�' r.//.J a?{y' ,.y. ..9'�e7i• .r'i �� 8/30/2026, 12:05:41 PM Tie Lines 0 Municipal Boundary Building Footprint 2009-2015 Meander Lines All Roads Changed Annrnvirnnta Cnrrni Rnr'nrianr - Town Driveways rir ! A ` S. r;a JY + f- pP!•7ifr% Yx ' i .' •t Y , 0 0.01 0 0.01 INDEX AND TITLE PAGE All Water Treatment Systems To Be Removed Project Name: EDWARD DUMONT Owner's Name: (SAME) Owner's Address: 17605 WOODCREST DRIVE CABLE, WI 54821 Property Info Property Address: 17605 WOODCREST DRIVE -- Legal Description: S 23 T 43 N R 7 W Township CABLE County: BAYFIELD Subdivision Name: TANGLEWOOD ADDN TO WILDE RIVER Lot Number: 41 Block Number. NA CSM#: Parcel I.D. Number: 04-012-2-43-07-23-4 00-295-41000 Plan Transaction No.: Index Pages Page 1 Index and title Page 9 Plot plan Page 2 Data entry Page 10 Filter specifications Page 3 GeoMat dist cell drawings & calculations Page 11 ¶. specs Page 4 Lateral and cell cross section Page 12 to WE Page 5 Management & contingency Page 13 Soil test sj pis Page 6 Maintenance & specifications Page 14 ., —gjq * Page 7 Tank cross sections Page 15 J� s* a Page 8 Distribution media **20 PAGES TOTAL** MARY JO HUPPERT License Number. 1859-007 Date: 08/30^/26 Phone Number. 715-426-1775 \`���o�`""�►il;,ti6i$4 SEP 14 2026 Bayfieid Co. • MARY ,lO y •• T planning and Zoning Agenq * : HUPP@F{ T Designed Pursuant to the D 18Si? 3SGeoMat In Ground Component Manual April 2024 Version :,F4VER FALLS,;' .a' Page 1 of IS In Ground and Dosing Distribution Component Design Design Worksheet All Water Treatment Systems To Be Removed From System Site Information '�- R Residential or Commercial Design N 1150 Required? 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 3.00 Site Slope (%) 93.60 Prop. System Elevation (ft) Sand & Native soil Contour 48.00 Depth to Limiting Factor (in) 1.00 In -situ Soil Application Rate (gpolft2) 93.60 Lowest Original Grade Ele. In System Area (ft) 93.60 Highest Original Grade Ele. In System Area (ft) 91.60 Limiting Factor Elevation (ft) -1.50 Depth Below Grade Distribution Cell Information 3.25 Cell Width (ft) C 2 Number of Cells 2.00 Dispersal Cell Design Loading Rate (gpd/f12) 2 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 Filter 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 — Does the forcemain drain back?F — H Manufacturer Information - Treatment Tank Information Effluent Filter Information 2000.00 I Septic Tank Capacity (gal) Polylok Inc./Zabel Existing Filter Manufacturer ABC IManutacturer 3014-525-1/16-10,000 GPD Fitter Model Number Dose Tank Information Gallons/Inch Calculator (optional) 650.00 Dose Tank Capacity (gal) -J Total Tank Capacity (gal) 23.00 Dose Tank Volume (gal/in) Total Working Liquid Depth (in) ABC IManufacturer gal/in (enter result in cell DoseTankVolume) Project: EDWARD DUMONT RtCtivCL Page 2 of 15 SEP 14 2026 Bayfieid Co. Planning and Zoning Agency In Ground Plan View 3- Cell GeoMat Calculations 1 1.00 K 1 S 1.00 ft ft ft A 3.25 B 50 L 52 W 9.50 Basal Area Calculation GPD Loading Rate 450 1 gal/sq ft/day Totalj 450 ft2 Number of Cells 2 Cell Length 50.00 Min. Cell Length 34.6 Cell Spacing 1.00 ft ft ft Basal Area Required 450 Basal Area Proposed 475 Lineal Feet of GeoMat Required 69.2 Lineal Feet of GeoMat Proposed 100 System Elevation 93.6 Limiting Factor 91.6 Separation 2 NOTE: Min S dimension = 1' ft ft ft 2' Min ft2 ft2 Directions: Play with cell length to get desired cell spacing, length and width. Remember system SHOULD be longer than it is wide. It must also Satisfy basal loading rate and GeoMat cell loading rate. Project: EDWARD DUMONT _ _ Page 3 of 15 � iLGtIVd) SEP 14 2026 hayfield Co. Planning snd Zoning Agency End Connection Lateral Layout Diagram Hole spacing is every 12" , 1/2" hole at 4 & 8 O'cock, stating 4 O'clock 6' from end and 8 O'clock Holes at 12from end. 4' Perforated pipe may be used. Pipe Length = GeoMat Length Lateral Spacing 4.25 R Pipe Diameter ®in Distribution Cell Cross Section Finished Grade YV' Y V v VyY c ! 12-42 le.+ro Lumllerd -1.5ft '-- . < 4" in —► pipe - ubr Fab& Top of geomat to be at or - I3EOMAT below original grade l I 2'ASlM 33 En Ill i r l t l ('=V ow --_-- Observation Pipes 12' Min. 42' Max. eCt1Vr-u SEP 14 Z0Z6 Sayfietd Co. planning and Zoning Agency 93.6 Project: EDWARD DUMONT Page 4 of 15 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 454t9Rons 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 mg/L 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 property 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 1/8". 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: EDWARD DUMONT Page 5 of 15 SEP '14 207-6 Bayfeld Co. Planning and Zoning Agency In Ground System Maintenance and Operation Specifications Service Provider's Name POWTS Regulator's Name System Flow and Load Parameters Phone 715-934-9412 Phone 715 373-6138 Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 gpd Maximum BOD5 30 mg/L Septic Tank Capacity 2000 gal Maximum TSS 30 mg/L Soil Absorption Component Size 162.5 ft2 Maximum FOG 10 mg/L Type of Wastewater Domestic Maximum Fecal Coliform 10E4 cfu/100 mL Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System In Ground Service Frequency Inspect and/or service once every 3 years Inspect and dean as necessary at least once every 3 years Test once every 3 years Should test periodically Laterals should be flushed and pressure tested every 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 Lawn Sprinkler Box Lateral Ends at Last Orifice Where Finished Grade Lateral Turn -up Detail Threaded Cleanout Plug or Ball Valve I. -r: Gut Long Sweep 90 or Two 745 Degree Bends Same I Diameter as Lateral Distribution LateralLateral Cleanout 1 SEP 14 Z026 1'-1.5' Bayfield Co. Planning and Zoning A9enty 93.6 Feet Project: EDWARD DUMONT Page 6 of 15 Dose Tank Information Locking cover with warning label. locking device and water tight seal Clean out Pipe Electrical box as per NEC 300 and SPS 31628 Wires From Electric source Boss stop and water tight gasket t gh water alarm 'ump On Float C I PuntpOlPPloa Dimension Inches Gallons A 13.91 320.03 B 2.00 46.00 C 2.35 53.97 D 10.00 230.00 Total 28.26 650.00 Filter Manufacturer IClearfiow Filter Model Number INSSCFF324 I SEP 14 2026 4" Vented Cover Optional ball v Ivc to control spcd of effluent beta dose weep hole or anti I Fumco siphtm dni t Pump Block Forcemain diameter 2 in. 4 Pump off elevation (ft) 89.83 Dose tank elevation (ft) 89.00 ABC Capacity 650.00 Volume 23.00 gal/inch ban Alarm Manufacturer SJE Rhombus d Zoning Alarm Model Number AB Planning and Zoning ng Agency Pump Manufacturer IZoe11er Company Pump Model Number I 981 Pump Must Deliver I 25.00 gpm at 9.63 ft TDH Note: Switches containing mercury may not be used in this system. Project: EDWARD DUMONT Page 7 of 15 GeoMat Distribution Cell Media Layout 9.25 Cell Width (ft) 2.89 ISidewaIl to Lateral (ft) Distribution Cell Cross-section Arrangements S _ Component Legend 0 Distribution Pipe GeoMat is covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout -Typical 3.25 Cell Width - A (ft) I 50.00 ICell Length - B (it) End Connection Lateral Layout Diagram L---- 2�9O�C O OO 000000000000 OOO __ �� OOOOOOOOOOOOO J�C O„O_O_O O_O O_O O O non O ___ -_ rr n000 l=IICEIVED SEP 14 2026 Bayfield Co. Planning and Zoning Agency yp Finished Grade NN' N Nr Nr v W v epmnmded 12 42 d " eara Lateral Lcvd SndCcnn;.__ mfitr,ame Pipe IDa - _ ui" _ Fabric Yips GFA MAT +t l l l l l l 'ASTM33 °>z� l l l' I l 1 l Cunponed Infiltrafi Sucfsce ___-----E_SOIL Jy_ Licg Factor See details on page 4 for number. size, and spacing of laterals. Project: EDWARD DUMONT Page 8 of 15 9 N • sack /iGaS JAJvwOO rah,` � t tJl S.y8 & / pM BE Agnt�cbiJb°� of a \: R R' 76 r r A / o i l (.-Pl! P �pp��oo 4Arl a�+r^N �'' a/ttlx 1/O 5.0 9a n dr' r 4I '1444 raVgt Woao 4 4b rr? Wi4AO j►'i y = / SEA. 23,74(aV Ro76v � * so's pT>\ , _ _ yp1A. y , 4 -in. (100 -mm) Biotube® Effluent Filters Biolubda filter cartridge Blotubde filter vault - Extendable tee handle Vented top plate, standard Applications Orenco® 4 -inch Biotube® Effluent Filters are designed to remove sol- ids from effluent leaving residential septic tanks. They can be used in new and existing tanks at flows of up to 1200 gpd. 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 drainfleld It. 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. Standard Models FTS0444-36, FTS0444-36M, FTW0436-28, FfW0436-28M ;EP 14 2026 FrW0444-36, FfW0444-36M Bayfid Co. ningand Zonng AgenaY Product Code Diagram FT0[I04❑-❑-❑ TRow modulator and float switch bracket options: Blank = no options selected Flow modulation M = flow modulation plate Installed plate (optional) A= float switch bradmt Installed Cartridge height. in. (mm): 28 = 28 (711), standard 36 = 36 (914), standard Filter housing height in. (mm): Vault 36 = 36 (914), standard 44 = 44 (1118), standard 4 -In. (100 -mm) fitter diameter Outlet tee: Inlet holes W = flls Type 3034 outlet tee 8 = fits Schedule 40 outlet tee Fitter mesh option: Blank = S -in. (3 -mm) titer mesh P = o -In. (1.6-rmn) filter mesh Biotube" effluent filler 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.orenca.com N1D-FT-FTS-1 Rev, 3.0, 006(18 06{16 Page 1 of 2 vent (on optional flow modulation plate) orifice (on optional flow modulation plate) SEP 14 2026 Bayfield Go. Planning and Zoning Age°CY Specifications Model FTSO444-36,FfW0444-36 FTS0436-28,FTW0436-28 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 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, t ft' (ml 5.1 (0.50) 3.9 (0.40) How area," ft' (m') 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. 1 flier area is defined as the total surface area of all individual Biohrbes* within the fitter cartridge. Row area is defined as the total open area (or area of the mesh openings) of all the individual Biotubes within the filter cartridge. 810-FT-FTS-1 Orenco Systemst Inc., 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 3.0, ® 05/18 Page 2 of 2 nSS NEW SEPTIC SOLUTIONS CLEARFLOW FILTER Irit.CrtIvEV Address: N6643 Blue Lagoon Lane City, State, Zip: Casco, Wi 54250 SEP 14 2026 Telephone: 608-333-3610 Email: info@newsepticsystems.com Website: www.newsepticsolutions.com 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 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. SERVICE 1OO NOT REMOVE FILTER IF WATER LEVEL IS ABOVE FILTER CANISTER 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 CLEANING THE SCREEN 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 grade' stainless steel. 0 REM NO. PART NUMBa 1 IFdler Body 2 Corn Lock 3 filer Cap 4 loge Cmkel 5 Screen filer ITEM NO. SW -File Name(FBe Name) I screen 2 Flange 3 Wie handle 4 Large Flange '72 . . -Llii WLP1000/600-MR TANK SPECIFICATIONS 12'-6"_ 4" CAST -A -SEAL " CAST -A -SEAL --�-------=-'--- �-----------------� '--------- 111I 111 U r 11 h 1x11 \\ cF IIFILTER OR HII• 1 BAFFLE 11 11' I1 I II I1 LC TOP VIEW C a 4" VENT 0 .n IL ri - m OUTLET II rU '' d I p M in N a I m I.I ps}. I M I 10.. I Da i I I.I I PUMP PAD MANUFACTURED TO MEET OR EXCEED DIMENSIONS: WALL: 3" BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 51" LENGTH: 12'-6" WIDTH: 7'-0" BELOW INLET: 42" LIQUID LEVEL: 36" WEIGHT: BOTTOM 9,500 LBS. COVER 5,470 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN. SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 27.88 GALAN (SEPTIC) 16.76 GAL/IN (PUMP) LOADING DESIGN: 8'-0" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP, OR SEPTIC/SIPHON COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE D BY DATE FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: D; w o E 0 0 0 II 3 S 'y ❑ o r ❑ m o a o oJ J 0100 U C Q W In W Omco C.7 w o � < N M CflO ICo W_ N N a � J Q o Z o 0 U o G w N A FIAT PER 1114IrE IamEE 96 600W Fw1 y 1eelas LAs- 773 Cdoom n u A Cl 1. 33. .S O A a u a. Ids e SEP 14 2026 eayfwd Go. agency planning and 10i 9 1 1/2-11 1/2 N?f - CONSULT FACTORY FOR SPECIAL APPLICATIONS • Eled6 cel aiBBFmfors. for duplex - are available and supplied with an elan • IAedarli8mk.t.. for duplex sysilens, are evadable with or will"A Sr switdres. ell .nneialc - Wninht 39 lbs. - M. H.P rb" vasoft tee. rue t15 1 AIb IN 1.147 — rae 1 2.286 3or4d5 090 29D 1 Aab 4.7 1.147 — use ao 1 Nth 4.7 2.246 3.445 16 Variable level host swddas are evadable for oorwoig s and three pfa5e systems. Double piggybw* variable level sad swkhas are avaieble for variable level bum cycle u lsols. 3a.EC'(lON GUIDE 1. h+eold awPaa ' 2 pub-1—'r-'Swlk k roedalidCoral IaPied 2. ahae pgpyberh uafebb bud It . tit v.t beet alts oursbR0r77. a r4sLSIiv1 rhea, 1ea072.1OW75. 4. Se FYO712. trmwdlmaddEieebd AMNnEW 5. Canard eeh 110 IS i e meal 31 k. madly (3) or (4) --erebea 5. Far(4)haaa j4 ,hS fonbo. breelsrpe mwdbeccu4sdil imles or dU_ o0adbl 1odoe2 7. Tso (2) hob bPtk fl eilre cueeryon. slake CAUnoll s ilsmbe mariermsr'a+sheirb osdias F L vaieale lsad6aidls. All :nramnon of cawas. Sikes and wing shauW be See by a 9111111141311 IW77:______A______ MtrCCWrhsid/bsrr.HOlEc9sO�atla`FlO1R' QwWch mad kWt All electricalbical Nth and sald7 codes shaadbe loYoned hrida9 rs 11061 ¢Pda.sPs, Rltlf M=Sp&t F1�fl reed Nation[ Electric Code (NEC) mad the accupdional Safely and ikalb Ad (05HA). RESERVE POWERED DES1GA For uArsuS conditions a reserve safety factor is engineered into the design of every Zoeller pump. a Ith P.O. Bad IOU //�p/�/3FLj - il27ajy,PUMP 1 --Afl4,W4 Aya/I...s...r<.. _ . 0 P)4sEs — of Private Sewage System Maintenance Agreement I DOCUMENT NUMBER 2O26R-61 3746 C RJrrr'(rcPC? (,3ooclCres4 F)( raawa /0717 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 gis required) 1/4 of 1/4 Section 2 3 7 Township 3 N. Range W. Additional Legal Description: (RNC.(2 Woo r� Town of CI 'J' Q (Acreage) ( 'f Gov't Lot Lot Subdivision Lot _CSM#_____ Vol. Page CSMDoc# DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED O9/ 1 4/2026 AT 1 1:03 AM RECORDING FEE: $30.00 PAGES: 2 Area Return To: Planning and Zoning qqijt�jiVED SEP 15 2026 Py5ld Co. In -ground gravity O In -ground dosed Zoning Age Q end i ❑ In -ground pressure distribution Sewage System: ❑ Mound ❑ At -grade Sewage System ❑ Other Septic Tank (system types A through E): The septic tank shall be pumped by a certified septage servicing operator within three (3) years of the date 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 manufacturers 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 call shall be visually inspected by a certified septage servicing operator, POWr5 inspector, or licensed master plumber within three (3) years of the date of installation and at least once every three (3) years thereafter to determine whether wastewater or effluent from the system is ponding on the ground surface. Mounds, At -grade, and Inaround 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 ell current and future owners of such property. Owner(s) Name(s) — Please Print Subscribed and sworn to before me on this date: )20 5dt,ja. d A Notarized Owner(s) — Slgnature(s) Public Ck� W�l I k M1r� ' 4q ! drp�ssbn Fxp res: Drafted by:Q.j J Date: :s TAR `• . r r r • • " r A G Nom• VBL1 • Proofed by: unomi&sanitary/septicmaintenceagreemem Revised July 2020 Real Estate Bayfield County Property Listing Today's Date: 9/14/2026 9 Description Updated: 2/20/2012 Tax ID: 10717 PIN: 04-012-2-43-07-23-4 00-295-41000 Legacy PIN: 012123405000 Map ID: Municipality: (012) TOWN OF CABLE SIR: S23 T43N R07W Description: TANGLEWOOD ADDITION TO WILDE RIVER LOT 41 1644 Recorded Acres: 1.440 Calculated Acres: 1.399 Lottery Claims: I First Dollar: Yes Zoning: (R-RB) Residential -Recreational Business ESN: 108 4 Tax Districts Updated: 3/15/2006 1 STATE 04 COUNTY 012 TOWN OF CABLE 041491 SCHL-DRUMMOND 001700 TECHNICAL COLLEGE 'Ir Recorded Documents Updated: 3/15/2006 © CONVERSION Date Recorded: 598-281;723-16;765-442 Property Status: Current Created On: 3/15/2006 1:15:10 PM aa Ownership Updated: 2/20/2012 EDWARD DUMONT CABLE WI Billing Address: EDWARD DUMONT 17605 WOODCREST DR CABLE WI 54821 Mailing_ Address: EDWARD DUMONT 17605 WOODCREST DR CABLE WI 54821 Site Address * Indicates Private Road 17605 WOODCREST DR CABLE 54821 J Property Assessment Updated: 7/27/2026 2026 Assessment Detail Code Acres Land Imp. GI -RESIDENTIAL 1.440 12,200 179,300 2 -Year Comparison 2025 2026 Change Land: 7,200 12,200 69.4% Improved: 101,900 179,300 76.0% Total: 109,100 191,500 75.5% il_R Property History N/A RECEIVED SEP 15 2026 Bayfield Cc. Planning and Zoning Agency j3 -,A FIELD 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: DUMONT, EDWARD 17605 WOODCREST DR CABLE, WI 54821 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00511 Transaction Number: SR-00511-4DEF5 Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 3451 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 9/16/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. I3- YFIELD 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: Submission Number: DUMONT, EDWARD SS -00842 17605 WOODCREST DR CABLE, WI 54821 Transaction Number: SS-00842-4DEF7 Description Amount Other $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 3451 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 9/16/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-131 S STATE SANITARY PERMIT OWNER: EDWARD DUMONT GOVT LOT: LOT: 41 BLK: 1/4 114 SEC: 23, T 43 N, R 7 W TOWNSHIP: Cable SOIL TEST: 134-26 REPLACEMENT SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: RYAN STRAND SCOTT ROUSH DATE: 9/16/2026 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 €n the permit. b. The approval of the sanitary permit is based on regulations €n 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. Old System needs to be properly abandoned per SPS 383. THIS PERMIT EXPIRES 9/16/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION