Loading...
HomeMy WebLinkAbout26-21SIndustry Services Division County 4822 Madison Yards Way G g P RECEIVED 72 ® Madison, WI 53705 Sanitary anon Ntrmber (to be fille in by Co.) S YG ��6� P.O. Box 7162 Madison, WI 53707-7162 a // /1 b- a l S i Permit Application SS -Cobbs state Transaction Number In accordance with SPS 383 ^MId"aa.Adm. Code, submission of this form to the appropriate governmental unit is required prior toj� tiitatnp@ 0�(ote: 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(1)(m), Stats. I. Application Information — Please Print All Information Property Owner's Name Parcel L.4y � O _ �77ka r _ _ _ I FT Ov Govt. Lot Number S,d # ❑ I or 2 Family Dwelling — Number of Bedrooms Subdivision Name Block # ❑1'ublic/Commercial — Describe Use City of ❑state Owned — Describe Use CSM Number jVillage of ^'7 Town ofi ( I ^J'U7 III. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on tine A. Check one box on line B. Complete line C i applicable.) A. ew System �! y 1/LVReplacement System Other Modification to Existing System (explain) ❑Additional Pretreatment Unit (explain) B. ❑Holding Tank tnCmund O^d{'irade Mound Individual Site Design Other Type (explain) (conventional) C. ❑ Renewal Before ❑Revision hange of Plumber ❑transfer to New Owner tst Previous Permit Number and Date Issued Expiration IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) I Design Soil Application Rate(gpd/st) I Dispersal Area Required (sf) I Dispersal Area Proposed (sf) I System Elevation 'ILJL) I Tank Information Co Total I # of Gallons Units tj ' b t uE, U- rn �'w • y ls. O a V. Responsibility Statement- I, the undersigned, assume respo sill ity for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plu r s go MP/MPRS Number Business Phone Number Approved O Disapproved Permit Fee Date Issued�L I Iss ng nt SiwlaWre / ❑ Owner Given Reason for Denial $ �"� ^ 3 I'�,V I ra ( fV7,y Attach to complete plans for the system and submit to the County only an paper not less than 8 1/2 a It SBD-6398 (R. 03/21) _SEP 26 2025 sR •o a3Kq 4 L TEST #lt-�4 r,t sri (�af $ $F�ServFd�e8 ' ag` � ,- - - '; • Vllistonnain j 1 $3nn'ni and zoning 97 SOIL EVALUATION REPORT In accordance with SPS 385.1r1W Aft Code COIy �jE� Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, Parcel I.D. lQ�� but not limited to vertical and horizontal reference point (BM), direction and percent slope, �')„r. !b � j• / scale or di Sion, north anew, and location and distance to nearest road. ,• Please print all information. R Personal adorrmatcan you Provide may be used for secondary Purposes (Privacy Law, s.15.04(1Xm)). VIJ! 23,7/3 Property Owner PAY Location 0 w i .17. Jf`�G f Gkot VW 'A / Y. S T I f 7 N R Q E-{or)IN Ply Owner's Mailing Address Site Address or CSM and Lot 1f: Ztl3O C.Tff. - Cs E. State, Zip Phone Number ❑ City ❑ Town Nearest Road . 5gf1 ('t'3).. 58.0*) ptt..� . Ccr p New Construction Use:$ Resider! Numberof bedrooms ,3 Code derived designflow rate GPD J( Replacement 0 Putdic or commercia t — Describe: Flood Plan elevation if applicable IIA IL Parent material General c nents and . c vF.lJfl JAL pU.DWJA -- 0.7 L[)O1) . qe.�►a �asc. RPit Ground surface slay 1VJ.fLI a Depth to limiting farc#orin. l elear.___A. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cord. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 EfM1 Eff#2 1 0-8 7.5Y 2.5 ! I ZviK liflr eW 3,Ceo 0.6 1. M❑P � Ground surface elev.10 __ Depth to limiting factor %' in. I elev. o .'.41'l Son Application Rate Horizon Depth In. Dominant Color Munsell Redox Des Lion Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GP!W12 'Ef#P1 'EfI1r2 1 -I 75 vR z. s t — s If -OX o. •.6 Z 13.. 5 - s a •, 3 'r.b s it ._.... S. kat�t5t)a CST Name (Please Print) CST Number MARY JO HUPPERT piers Sod Testing & �� l 048900002�P ASS Date E Telephone Number 25720 Lane, Webster, WI 54893 Q— i ZD?� -W Effluent 41 = BOD > 30 s 22O mgIL and TSS > 30 s 150 nrgl! • E $2 = BOD. s 30 rngfL and TSS s 30 mgfL SBD-8330 (RO3I22) £64 eitatj Boring Pit Grotmd surface elev. 001 fL Depth to gfadorjOflJtL1 eiBw QR. .1: r, /1• 1.•1: x:..1.1 �:.�r ./l•^ - OGround surface etev.__ fl. Depth to limiting factorin.1 el+►. _ fl. Boring D B odng ❑ Pit Ground surface elev. Depth to factor in. / elev. ____ f ft. t. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD�tz In. Munseti On. Az. Cont. Color Gr. Sz. Sh. 'Effp1-EfI1E2 • Effluent #1 = BOO > 30 S 220 mglt. and TSS > 30:s 150 mgll. 12. CEIVED 262025 dayfietd Co. Planning and Zoning Agency * Effluent#2 = BOO. s 30 mgll. and TSS 5 30mgll A - : ____ - -st'! __ p k> 7. *rr r{r__ . �. ac �I {Y Real Estate Bayfleld County Property Listing Today's Date: 9/11/2025 Description - Updated: 4/8/2025 Tax ID: 27624 PIN: 04.040-2.47-06-16-103.000.10000 Legacy PIN: 040102606000 Map ID: Municipality: (040) TOWN OF PILSEN 5Th: S16 T47N R06W Description: SW NE S OF PIPELINE EASE & TRIANGLE PAR 2 RODS WIDE IN NW CORNER OF SW NE DESC IN DOC 2025R-607043 217 Recorded Acres: 37.700 Calculated Acres: 36.380 Lottery Claims: 0 First Dollar: No Zoning: (AG-i) Agricultural -1 ESNo 126 Tax D[stricts 1�� 04 040 020170 001700 Recorded Documents ® WARRANTY DEED Date Recorded: 4/2/2025 ® WARRANTY DEED Date Recorded: 9/11/2023 ® QUIT CLAIM DEED Date Recorded: 4/20/2016 U QUIT CLAIM DEED Date Recorded: 4/20/2016 Property Status: Current Created On: 3/15/2006 1:15:56 PM 4A Ownership ISABELLA B BRETTING Bllling &Wmui ISABELLA B ORETTTNO 21730 COUNTY HWY G ASHLAND WI 54806 Site Address * indicates Pri' Property Assessment 2025 Assessment Detail Code Sm-AGRICULTURAL FOREST G4 -AGRICULTURAL. G5 -UNDEVELOPED Updated: 4/8/2025 _ ASHLAND WI ISABELLA B BRETTING 21730 COUNTY HWY G ASHLAND WI 54806 Updated: 4/21/2025 Acres Land Imp. 30.000 21,000 0 5.700 1,000 0 2.000 100 0 Updated: 3/15/2006 — —— STATE 2 -Year Comparison 2024 2025 Change COUNTY Land: 22,000 22,100 0.5% TOWN OF PILSEN Improved: 0 0 0.0% ASHLAND SCHOOL Total: 22,000 22,100 0.5% TECHNICAL COLLEGE Property History Updated: 4/29/2016 :_.. N/A 2025R -6Q7043 2016R-562998 1158-927 201,68 $6 995 1158-921 o o� h (%4 U - Li cO _v coca � Ui W � � G a. PAGE 1 OF 5 D RECEIVEED In -Ground Dosed -Gravity Plan LP Z6 2015 Ba0eld Co. Index & Cover Sheet Planning and Zoning Component Manual Design References: In -Ground Soil Absorption for POWTS Version 2.1 (May 2022-2027) Pg 1 of 5 Index & Cover Sheet Pg 2 of 5 Plot Plan Pg 3 of 5 Dispersal Area Cross -Section & Plan View Pg 4 of 5 Pump Tank Specifications Pg 5 of 5 Management Plan Attachments: Enclosures: Pump Curve POWTS Application for Review Tank Specs Soil Evaluation Report & Site Map Filter Specs Tax Statement ***18 PAGES TOTAL*** (including sanitary applicatic Owner Name(s): Owner Address: 21730 C.T.H. G, ASHLAND, WI Project Name I Description ISABELLA B. BRETTING n) Phone: 715 - 558 - 0851 Zip: Project Address: (SAME) Govt. Lot: NA SW 1/4 of NE 1/4, Section 16 , T 47 N -R 06 E ❑or W Q✓ Township: PILSEN County: BAYFIELD Project Parcel ID #: 04-O40-2-47-06-16-1 03-000-10000 Designer Information Designer Name: MARY JO HUPPERT Designer Address: 25720 FIREFLY LANE, WEBSTER, WI E-mail: hollisterdesign@outlook.com License Number. 1859-007 Remarks: ails 4Am. &k TAX ID: 27624 Phone: 715 - 426 - 1775 Zip: 54893 Fl MARY J0 HUPPPRT uti5 a via F4: zs,: �9lne.,or Signature: ,/ it t 4 =- /Yt �� Date: signaare reqrd on each stalled copy. RECEIVED SEP 262025 Plot Plan Bayfield Co. Planning and Zoning Agency PROPERTY OWNER: LLA S. TZIN6 Legal Description_ Pet IN7i1E SWIK DFT+1& N&l41, 51 fo -T 113 1 , ¶owi OF PIL5EN, P.4 WI€LP CUUMIM W R5t i n,i A,ro, 11^s a%_,t - I ID: Z,72 Z1t3a CTff. e. Site location: == 40 FT. (except where noted) 13 = badchoe pit 3'2� Ctb?t5 3 L6m -ro sw 00, n,eW WIBSFfc ,000ILSo p to4N TAN? wj ruU $ FItTe-M IN -GROUND DOSED -GRAVITY DISPERSAL AREA ��"' Uniform Elevation Trenches with Quick4 Standard -W Chambers o w 3 -ft Trench (down -sizing credit) Nu = o � o. m m � 2 SOIL COVER (typical)al) TYPICAL TRENCH CROSS SECTION VIEW 'Z" min, trench I (No Scale) depth (typical) < j U a. d 'a, 34., .. . (typical)"a•Provide minimum 3 ft a 98 00 separation between trenches. System Elevation = ft (typical) Quick4 Standard -W w/ End Cap (Show location of inlet / outlet pipe connection on plan view.) (typical) r - 1:111111:::: B = 66 ft (typical) INSTALL PER TRENCH: 16 Quick4 Std -W @ 20 ft' EISA/chamber= 320 ft2 Observation Pipe (typical) Install per manufacturer's / instructions. TYPICAL TRENCH PLAN VIEW (No Scale) IA=3.0ft (typical) 450 GPD / 0.7 LR = 642.86 FT.>—Quick4 Standard -W Chamber 642.86/20 EISA = 32.15 OR 32 UNITS (typical) 32 X 4 FT. = 128 FT. (mfd by Infiltrator Systems, Inc.) (2) 3 FT. X 64 FT. TRENCHES Install pursuant to manufacturers instructions. + 1 Pairs of end caps @6 ft' EISA/pair = 6 ft2 = Proposed EISA per trench = 326 ft' Required Infiltration Area = 642.86 ft2 x 2 trenches = Proposed Total EISA = 652 ft' GD m W O O1 Distribution Method: branched manifold ISABELLA BETTING PAGE 5 OF 6 Z6 2025 hayfield Co. Planr.irU and Zoning Agency SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 4"0 Vent Pipe >10 It from Building 12" Min. or 2.0 ft above Established Flood Elevation (typical) IMPORTANT: Anchor tank(s) as necessary pursuant to SPS 383.43(8)(g) Finished Grade CAPACITIES @ 17.00 gal/in Depth (in) Volume (gal) A 21.0 357.0 B 2.0 34.0 [C] 3.0 51.0 D 12.0 204.0 Approved Vent Cap *Pump Tank Liquid Level = 38 in Force Main Diameter = 2 in Force Main Length = 510 ft Force Main Void Volume = 83.13 gal Electrical must comply with SPS 316 and NEC 300 Weatherproof Junction Box ISABELLA BETTING Extend manhole riser as necessary. Approved Locking Manhole with Warning Label Attached (typical) 4" Min. or 2.0 ft above Established Flood Elevation (typical) Seal 1 Quick Disconnect I (t1" Min. (typical) *T Ho Wef 1101IlA _Afar �B I ' ) _On Pump —off D coocal, I Block 3" Approved Bedding Material Beneath Tank [C] Total Dose Volume (TDV) = 134.13 gal/dose L(5X total lateral void volume ≤TDV < 0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = NA gpm PUMP TANK: Volume = 650 gal WIESER Manufacturer: Pump Manufacturer: ZOELLER Pump Model: 188 (See attached pump curve.) Controls/Alarm Manufacturer. SJE RHOMBUS Controls/Alarm Model: AB TANK ALERT Approved Joints with Approved Pipe 3 ft onto Solid Ground (typical) PUMP -OFF ELEVATION = 60.00 ft INSIDE BOTTOM ELEVATION = 59.00 ft Vertical Head = 38 ft + Min. Supply Head = ft + FM Friction Loss = 7.09 ft + Fitting Loss* = ft `(min. supply head x 0.3) = TOTAL DYNAMIC HEAD = 45.09 ft SEPTIC TANK(S): Total Volume = 1000 gal Manufacturer(s): WIESER Install approved effluent filter at the septic tank outlet immediately upstream of the immediatelpump upstream of the tank Filter Manufacturer: ORENCO Filter Model: 324 Float switches containing mercury are prohibited. RECEIVED S_p 26 2025 PAGE 4 OF 4 Bayfield Co. In -ground Dosed -Gravity Management Plan d Zoning Agency I &?ANT: The owner of this in -ground dosed -gravity system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = 450 gpd; BOD5 S 220 mgL''; 155 5150 mgL-'; FOG 530 mgL 1 Inspection Checklist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) o material fatigue (i.e., leaks, breaks, corrosion, etc.) o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes) o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing o dosing irregularities - if applicable (i.e., pump re -cycling, float switch settings, etc.) o electrical components - if applicable (i.e., wiring, connections, switches, controls, timers, alarms, etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure — compare to design specification) o surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) o Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis. Stats. when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code. o Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12 months. System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company: Local government unit: Local government unit address: WASHBURN, WI RYAN STRAND BAYFIELD COUNTY ZONING Phone: 715-558-1673 Phone: 715-373-6138 ZIP: 54891 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin. Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384, Wisc. Admin. Code. Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed in -ground dispersal component may be abandoned and replaced by a code -complying dispersal component in a pre -determined area of suitable soils. System Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. Trusted. Tested. Tough.® gECEIVED SEP 26 2025 OELLE/P Oe PUMP COMPANY MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347 SHIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961 Tel: (502) 778-2731 • 1 (800) 928 -PUMP SECTION: 2.15.100 FM2786 0524 Supersedes 1223 Visit our website: zoellerpusnps.wm 8aY8eld Co. r+/ inconsistencies. ning and Z01ia9rfl.@ lofdnnation presented here reflects conditions at time of publication. Consult factory regarding discrepancies or inconsistencies. TECHNICAL DATA SHEET HIGH HEAD FLOW -MATE SERIES Models 185,186/4186,188,189/4189,191 Submersible Effluent Pumps PRODUCT SPECIFICATIONS Horse Power 1 - 2 HP Voltage 200-460 Phase 1 or 3 Ph 0 Hertz 60 Hz 0 RPM 3450 Type Permanent split capacitor or 3 Ph Insulation Class B (185) & Class 11186-191) Amps 3.3-20.5 Operation Automatic or nonautomatic Auto On/Off Points 15-3/4' (400 mm) / 5-1/4" (133 mm) Discharge Size 1-1/2" NPT (optional 2" or 3" flange) Solids Handling 3/4", 518' (model 191) (19 mm 15 mm) spherical solids Cord Length 20' (6 m) standard Cord Type 1 Ph: UL listed 3 -wire neoprene cord & plug or 3 Ph: 4 -wire with no plug Max. Head 137' (42 m) Max. Flow Rate 145 GPM (549 LPM) Max. Operating Temp. 130 'F (54 'C) (model WD189 120'F [49 'CI) Cooling Oil filled Motor Protection Auto reset thermal overload (1 Ph) Upper Bearing Ball bearing Lower Bearing Ball bearing Mechanical Seals Stainless steel, carbon and ceramic Impeller Type Non -clogging vortex Lu Impeller Cast Iron Q Hardware Stainless steel Motor Shaft SAE 1117 carbon steel or 416 stainless steel' Gasket Neoprene square ring & gasket `Single seat models are built with a carbon steel motor shaft, and double seal models are built with a stainless steel motor shaft. NOTE: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. SINGLE SEAL talc - 11025101 enm 61? hai mml I-t2'NfTSTMIOMO r err OR r err AVAILABLE 145'16'1491 'last 152 ml L— I WR374 ` 2l-Ist6nml L s-nstmm © Copyright 2024 Zoeller` Co. All rights reserved. 502-778-2731 1 800-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-1961 zoellerpumps.com 51(1413 TOTAL DYNAMIC HEAD FLOW PER MINUTE MODELS 185 186/4186 188 18914189 191 Fret Yeas Gat tors W. L Gal. Liters Gat titers s41. tiros 5 15 58 220 145 519 145 549 45 174 10 30 58 zm 140 522 140 530 45 170 20 6.1 58 220 128 484 1305 491 45 170 30 9.1 65 321 58 221 116 439 120 454 45 I)0 40 122 70 265 58 220 1035 392 109 413 45 170 50 152 51 193 58 220 90 311 91 381 45 170 93 182 32 121 58 310 71 269 85 322 45 174 70 21.3 9 34 52 197 51 193 69 251 45 170 Be 24,4 45 170 28 106 51 193 45 170 90 27A 30.5 115 2 B 34 129 45 170 100 305 16 60 17 64 40 151 110 32 _ _ 4 15 _ _ _ — 30 114 In 36b _ _ _ 20 16 130 39b ID 38 5e,1d1Hal 73R(22m) 1148.(35m1 91 ti(2&t) IIDt(34et) 137M1t42ml OtAUTOH : Me69Y185 should not be subjected to heads less than 30' (9 ml TDH. 0. i AOeflCY MODEL COMPARISON CERTIFICATIONS Model Seal Mode Volts Ph Amps HP Hz Lbs Kg Simplex Duplex D185 Single Auto 230/200 1 9.8/11.5 1 60 85/86 38/39 1 — cCSAus E185 Single Non 230 1 9.8 1 60 85/92 38/41 2or3 3 CSA • F185 Single Non 230 3 7.4 1 60 85/92 38141 3&4 3&4 cCSAus 8E185 Single Auto 230 1 9.5 1 60 87 39 — — cCSAus • G185 Single Non 460 3 3.7 1 60 85/92 38/41 3&4 3&4 cCSAus 0186/ • H186 Single Auto 230/ 200 1 137/ 17.2 1-1/2 60 91 41 1 — cCSAus'" E186/E4186 Single / Dbl Non 230 1 13.7 1-1/2 60 90/97 40/43 2or3 3 CSA" '11861.14186 Single/Dbl Non 200 1 17.2 1-1/2 60 90/97 40/43 2or3 3 cCSAus F186/F4186 Single/Dbl Non 230 3 9.2 1-1/2 60 90/97 40/43 3&4 3&4 cCSAus • J186/'J4186 Single/Dbl Non 200 3 10.3 1-1/2 60 90/97 40/43 3&4 3&4 cCSAus BE186 Single Auto 230 1 13.7 1 60 92 42 — — CSA 21 G186/• G4186 Single/Dbl Non 460 3 4.6 1-1/2 60 90/97 40/43 3&4 3&4 cCSAus 'D188 / H1B8 Single Auto 230/200 1 14.0/16.8 1-1/2 60 91 41 1 — CSA"' E188 Single Non 230 1 14.0 1-1/2 60 90/97 40/43 2or3 3 CSA"' '(188 Single Non 200 1 16.8 1-1/2 60 90/97 40/43 2or3 3 cCSAus • F188 Single Non 230 3 8.9 1-1/2 60 90/97 40/43 3&4 3&4 cCSAus 'J188 Single Non 200 3 10.3 1-1/2 60 90 40/43 3&4 3&4 cCSAus BE188 Single Auto 230 1 14.0 1-1/2 60 92 42 — — CSA"' ' 6188 Single Non 460 3 4.6 1-1/2 60 95/97 43/43 3&4 3&4 cCSAus D189 Single Auto 230 1 17-1 2 60 91 41 1 — CSA ' H189 Single Auto 200 1 20.5 2 60 91 41 1 — cCSAus E189/E4189 Single/Dbl Non 230 1 17.1 2 60 90/97 40/43 2or3 3 CSA '1189/'14189 Single/Dbl Non 200 1 20.5 2 60 90/97 40/43 2or3 3 cCSAus ' F189/' F4189 Single/Dbl Non 230 3 11.2 2 60 90/97 40/43 3&4 3&4 cCSAus 'J189/'J4189 Single/Dbl Non 200 3 132 2 60 90/97 40/43 3&4 3&4 cCSAus ' G189/'G4189 Single/Dbl Non 460 3 6.0 2 60 90/97 40/43 3&4 3&4 cCSAus WD189/WD4189 Single/Dbl Auto 230 1 17.1 2 60 93/100 42/45 1 3 — E191 Single Non 230 1 14.5 2 60 87 39 2 or 3 3 cCSAus no molded plug 11) cC5Aus approval with 20 Amp plug. 12) CSA approval with 15 Amp plug. NOTE: WD models are controlled by an integral variable level pump switch. H. I. J. F and G models do not have a molded plug. Additional cord lengths are available in 25' (8 m) 35' (11 m) and 50' (15 m). SELECTION GUIDE 1. Integral float operated mechanical switch, no external control required. 2. For automatic use single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 3. See FM3459 for correct model of simplex or duplex control panel. 4. Variable level control switch 10-0743 used as a control activator, specify simplex 131 float or duplex (4) float system. Refer to FMO526. A CAUTION All installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed including the most recent National Electrical Code INEC) and the Occupational Safety and Health Act IO5HA). © Copyright 2024 Zoeller" Co. All rights reserved. 502-778-2731 1 800-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-1961 1 zoellerpumps.com WLP1000/650-MR TANK SPECIFICATIONS 12'-2" 4" CASs -A -SEAL-\ Y ii u a it U fI . 1 e �� II II ar�i—��l I � FILTER 0R it li l i BAFFLE Ilil f TOP VIEW a a� w / 'A., r-11,(II NLET LJ "—� EE a �a � "� I•la, J fl a ' 1 o DE 'vIEW N o- '2 8 CLJ � N !:1 c.f tE T ni I TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIR DIMENSIONS: WALL• 3" 4" CAST -A -SEAL BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 54 1/2" LENGTH: 12'-2' WIDTH: 7-Q" BELOW INLET: 43" LIQUID LEVEL: 38" WEIGHT: 14,940 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL 010 (OTHER STATES SEE CHART) LIQUID CAPACITY: 26.32 CAL/IN (SEPTIC) 17.00 GAL/IN (PUMP) LOADING DESIGN: 8'-0" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP, OR SEPTIC/SIPHON 4•• VENT COVER: MIX DESIGN 06 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WIESER CONCRETE za OUTLET V a ' � v a ________________ REVIEWED BY IMP PAD REVIEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: PRODUCTS NEEDED BY: 4 -in. (100 -mm) Biotube® Effluent Filters RECEiVED SEP 2 b 2025 Bayfleld Co. planning and ZoningA9etleY Biotube• filter carbidge Biotube® filter vault Extendable tee handle dented 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 drainfield Ide. The Biotube cartridge fits tightly in the vault and is removable for maintenance. The tee handle can be extended for easy removal of the cart!'". Standard Models FTS0444-36,FTSO444-36M,FTW0436-28,FTW0436-28M FTW0444-36, FTW0444-36M Product Code Diagram Tn wmo orandfoals dhbracket ep : T T Blank = no opBax selected Flow modulation M = flow moaaa°on plate Wtalled A = float switch braN=. Yatased plate (optionalt Cartridge height, in.lmm): 28 = 28 (711). stanDerd 36 = 361914). standard rater g height F. (mm): housing Vault 36 = 361914). Aaritlard 44 = 44(1118), standard 4 -in. (1 Wes) filter diameler nutlet tee: Inlet holes W = 8 5chedthe 40 outl t tee Fitter mesh option: Blank = 'h -in. (3 -nun) filter mesh P = ''E -in. (1.6 -mm) filter mesh Biotube- effluent fitter Materials of Construction Vault PVC Biotube® cartridge Polypropylene and polyethylene Handle components PVC, polyethylene, stainless steel drenco Systems• Inc., 814 AkwaY Ave.. Stil 1.0R 97479 USA • 801-348-9813.541-459-4449 - www.omnco.com MID-FT-FTS-1 Rev. 3.0, O 05/18 Page l of2 Orenco recnn► S Y S T E M S RECEIVEti 5EP 26 2025 Bayfield GO. planning and Zoning AgeiCf ABC Lll. Air vent (on optional flow modulation plate) Discharge orifice (on optional flow modulation plate) H -D.{ Specifications Model FTSO444-36, FTW0444-36 FTS0436-28, FTW0436-28 A - Vault height, in. (mm) 44.00 (1118) 36.00 (914) B - Cartridge height, in. (mm) 36.0015) 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) Flier surface great ft' (m2) 5.1 (0.50) 3.9 (0.40) Flow area," ftz (m2) 1.5 (0.15) 1w Modulation Plate Number of discharge orifices 2 Discharue orifice diameter, in. (mm) 0.50 (12.7) Number of air vents Air vent diameter, in. (mm) 0.50 (13) inlet hole height Dorn wry depending on the configwabon of the tank Optimum hole height is 70% of the minimum liquid level. nhterarea a defied as the total surface area of all individual Biatubes° within the fitter cartridge. Flow area is defied as the total open area (or area of the mesh openings) of all the individual Biolubes within the filter cartridge. NID4T+ISl Orenco Systems` Inc. , 814 Airway Ave., Sutherlin, OR 97479 USA • 800-348-9843 • 541-459-4449 • www.orenco.com Rev. 3.0.0 05/18 Page 2 of 2 Plot Plan PROPERTY OWNER: JA 6tLLA S. B -rmi Legal Description: Pet IN711E ≤4 DFT+t& NEI'( Slb -fit Il, 7 bGw n.. .. rr i 2nvr,r t n A n.. aTv 1. V4'/iA1<rnl. RECEIVED SEP 262025 Bayfield Co. Planning and Zoning Agency Site location: va PeSoft) 1"__ 40 FT. (except where noted) T' = backhoe pit 37,7 eteiks North 3 /"-"_- 6401 ?0 sea a11 ________ Itt" i:.. Y N flAF r a s+� RECEIVED Bayfield CO. Planning and Zoning Agency W Tracy Pooler From: Tracy Pooler Sent: Wednesday, January 28, 2026 10:52 AM To: 'Patrick Daoust' Subject: RE: Isabella Bretting - 21730 Cnty Hwy G - septic line across corridor from tax 27625 to 27624 Patrick, Is there a copy of the recorded easement or signed notes that I can include with the application? Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: tracypoolerbayfieldcoiiatc.wsgov I3YFIELD Fraudulent BillingAtert: Be aware that individuals submitting applications to our department have received scam emails. Bayfield County will NOT ask applicants to wire any funds. Please contact our office at zc1nin@ ayfieLdcaljnty,w140v or 715 373-6138 with any questions or concerns. From: Patrick Daoust <tricountycorridor@outlook.com> Sent: Wednesday, January 28, 2026 10:32 AM To: Tracy Pooler <tracy.pooler@bayfieldcounty.wi.gov> Subject: Re: Isabella Bretting - 21730 Cnty Hwy G - septic line across corridor from tax 27625 to 27624 She was granted an easement to bore under the corridor for utilities. Patrick Daoust, Chairman Tri-County Recreational Corridor Commission PO Box 254 Ashland, WI 54806 715-682-0638 tricountycorridor@outlook.com From: Tracy Pooler <tract'.pooler@bavfieldcountv.wi.gov> Sent: Thursday, January 22, 2026 3:11 PM To: tricountycorridor@outlook.com <tricountvcorridor@outlook.com> Subject: Isabella Bretting - 21730 Cnty Hwy 6 - septic line across corridor from tax 27625 to 27624 Tri-County Recreational Corridor Commission, Have you had discussions and granted approval for Isabella Bretting to place a septic line inside and through the corridor from her house to the property west of the corridor? Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: tracy.poolerCalbayfieldcounty.wi.gov 1.3YFIELD Fraudulent BillingAlert: Be aware that individuals submitting applications to our department have received scam emails. Bayfield County will NOT ask applicants to wire any funds. Please contact our office at_zoning@bayfieldcounty.wi.gov or 715 373-6138 with any questions or concerns. RECEIVED MAR 24 2026 Planni„ �Cayfield Co. Tri-County Recreational Corridor Commission PO Box 254 Ashland, WI 54806 715-682-0638 Bella Bretting 21730 County Hwy G Ashland, WI 54806 Dear Ms. Bretting Enclosed please a copy of your updated crossing permit. Please sign and return a copy. A signed copy will be returned to you. This agreement when signed by you and this Commission will confirm that the Tri- County Recreational Corridor commission has granted a conditional permit for a crossing on Corridor property. The crossing permit is granted with the following conditions I. The permit is non -expiring. 2. This permit is transferable if the residence/ property is sold. 3. The Commission reserves the right to terminate the permit agreement when it no longer is needed to access the adjoined property. If the Corridor Commission should no longer own the land covered by this agreement, the permit agreement would need to be renegotiated with the then controlling authority. 4. The permit leaseholder agrees to bore under the Corridor and leave the corridor in good, useable condition. 5. Except for improvements to the stated and defined trail permit, that property legally defined as the Corridor right-of-way will not be altered in any manner. 6. The permit crossing under Corridor property will not exceed 15 feet in width, without the approval of this Commission. 7. The lessee will maintain liability insurance that covers accidents that may occur on the permit crossing as deemed appropriate by the Commission's Trail Manager. 8. Basic maintenance will be completed on a regular basis by this Commission, on the Corridor at the site of the permit crossing, as deemed appropriate by the Commission's Trail Manager. RECEIVED MAR 2 4 2026 Bayfield Co. Planning and Zoning Agency The permit approval will take effect when this signed agreement is received by the Commission. The above conditions are accepted by me. Signed: lb�JGlkGtPbW1A' Date: ID (Permit Lessee) Signed: Date: (Permit Lessee) Approved for the Trj<County creational Corridor Comm sto9 _.3y/ao� Signed: Date: Patrick'Daoust. Chairman Tracy Pooler From: Tracy Pooler Sent: Thursday, January 22, 2026 8:29 AM To: Ruth Hulstrom Cc: hollisterdesign@outlook.com' Subject: tax 27624 and 27625 - fire #21730 county G - RE: Betting sanitary Ruth, On September 29`h of last year, I left a message on Ryan Strand and also Mary Jo's answering machine and I remember talking later with someone about the need to get permission to cross the Tri-County Corridor road right-of-way with the planned septic line. I have not seen such approvals. Tracy Pooler - AZA Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: tra .poolor@b.Bldi le�c county.wi.gov I3?-YFIFLD Fraudulent Billing Alert: Be aware that individuals submitting applications to our department have received scam emails. Bayfield County will NOT ask applicants to wire any funds. Please contact our office at zoningbyfieldcounty.wi.gov or 715 373-6138 with any questions or concerns. From: Ruth Hulstrom<ruth.hulstrom@bayfieldcounty.wi.gov> Sent: Thursday, January 22, 2026 8:18 AM To: Tracy Pooler <tracy.pooler@bayfieldcounty.wi.gov> Subject: FW: Betting sanitary Importance: High Tracy, What is remaining to approve the soil test and sanitary for Tax ID 27624? Thanks, Ruth Hulstrom, AICP I Director Planning and Zoning Department 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3514 Fax: 715-373-0114 Email: ruth.hulstrom( bayfieldcounty.wi.gov Imo.-YFIELD Fraudulent Billing Alert: Be aware that individuals submitting applications to our department have received scam emails. Bayfield County will NOT ask applicants to wire any funds. Please contact our office at zoningbayfieLdcountv.wLgQv or 715 373-6138 with any questions or concerns. From: Mary Jo Huppert <hollisterdesign@outlook.com> Sent: Wednesday, January 21, 2026 8:08 PM To: Ruth Hulstrom<ruth.hulstrom@bayfieldcountv.wi.gov> Subject: Betting sanitary Hi Ruth The plumber and I are wondering what the status of this permit is. Thank you! Mary Jo Tracy Pooler From: Tracy Pooler Sent: Thursday, January 22, 2026 3:12 PM To: 'tricountycorridor@outlook.com' Subject: Isabella Bretting - 21730 Cnty Hwy G - septic line across corridor from tax 27625 to 27624 Tri-County Recreational Corridor Commission, Have you had discussions and granted approval for Isabella Bretting to place a septic line inside and through the corridor from her house to the property west of the corridor? Tracy Pooler - AZA I Planning and Zoning Department G /1G / 117 E 5th Street, PO Box 58 Washburn, WI 54891 Phone: 715-373-3512 Fax: 715-373-0114 Email: trypmJs@bayfleldcounty.wi.gov D 4YFIELD Fraudulent BillingAlert: Be aware that individuals submitting applications to our department have received scam emails. Bayfield County will NOT ask applicants to wire any funds. Please contact our office at zpn1ngQbayfieldcounty.wi.gpt or 715 373-6138 with any questions or concerns. Document Number Drafted by: Chris Bretting PRIVATE SEWAGE SYSTEM MAINTENANCE AGREEMENT Document Title ENTERED RE:Cr_1VECD NOV 052025 Bayfield Co. Planning and Zoning Agency DOCUMENT NUMBER 2025R-609829 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 1 l/O4/2O25 AT 8:17 AM RECORDING FEE: $30.00 PAGEs:3 Recording Area Name and Return Address Planning and Zoning Departement Parcel Identification Number (PIN) THIS PAGE IS PART OF THIS LEGAL DOCUMENT - DO NOT REMOVE. This information must be completed by submitter: document title, name & return address, and PIN (if required). Other information such as the granting clause, legal description, etc., may be placed on this first page of the document or may be placed on additional pages of the document. WRDA Rev. 12/22/2010 Private Sewage System Maintenance Agreement Owner(s) Mailing Address 2730 (out u, Rwt\ 6, AskLe.v 6, l 54806 6, fps klti��.1gj 59go 6 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) Si 1/4 of C 1/4 SectIon (6 Township H7N. Range 06 W Additional Legal Description: L ..r LC' I rut ti, rt J{ cc Wx Town off (bfh (Acreage) 25 Gov't Lot Lot_ Block Subdivision Lot _ CSM # Vol. _ Page _ CSM Doc # Area Return To: Pla nintyand Giiidg Department fig i U 3 ZUY9 'vminq p.4 ❑ In -ground gravity In -ground dosed ❑ 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 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 changes 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 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 5o t1k Qrcv Subscribed and sworn to before me on this date: /c/28/2025 Notarized Owner(s) — Signature(s) Notary Pub'c My Commission Expires: a?!!' ZOZlo Drafted by: Date: ENDY M. MILLER NOTARY PUBLIC STATE OF WISCONSIN Proofed by: ulforms/sanitarylsepticmaintenceagreement Revised July 2020 9/23/25, 10:34 AM Novus-Wisconsin Access rev. 12.0206 Real Estate Bayfield County Property Listing Property Status: Current Today's Date: 9/23/2025 Created On: 3/15/2006 1:15:56 PM l Description Updated: 4/8/2025 a Ownership Updated: 4/8/2025 Tax ID: 27625 ISABELLA B BRETTING - ASHLAND WI PIN: 04-040-2-47-06-16-1 04-000-20000 Legacy PIN: 040102607000 Billing Address: Mailing Address: Map ID: ISABELLA B BRETIRNG ISABELLA B BRETTING Municipality: (040) TOWN OF PILSEN 21730 COUNTY HWY G 21730 COUNTY HWY G SIR: 516 T47N R06W ASHLAND WI 54806 ASHLAND WI 54806 Description: SE NE LESS PAR LYING E OF CO TRK G IN DOC 2025R-607043 218 r Site Address * indicates Private Road Recorded Acres: 8.500 Calculated Acres: 5.996 21730 COUNTY HWY G ASHLAND 54806 Lottery Claims: 1 ® First Dollar: Yes Property Assessment Updated: 9/26/2023 Zoning: (AG -1) Agricultural -1 2025 Assessment Detail ESN: 126 Code Acres Land Imp. G1 -RESIDENTIAL 2.000 16,000 127,300 Tax Districts Updated: 3/15/2006 G5 -UNDEVELOPED 6.500 400 0 1 04 STATE 2 -Year Comparison 2024 2025 Change 040 COUNTY TOWN OF PILSEN Land: 16,400 16,400 0.0% 020170 ASHLAND SCHOOL Improved: 127,300 127,300 0.0% 001700 TECHNICAL COLLEGE Total: 143,700 143,700 0.0% a� Recorded Documents Updated: 4/29/2016 II WARRANTY DEED Property History � Date Recorded: 4/2/2025 2025R-607043 N/A 0 WARRANTY DEED Date Recorded: 9/11/2023 2023R-600406 r . L 0 TERMINATION OF DECEDENTS INTEREST Date Recorded: 9/11/2023 2023r-600405 NOV 1) o ZU 0 QUIT CLAIM DEED Date Recorded: 4/20/2016 2016R-562997 1158-925 Planning a and Zoning Agency 0 QUIT CLAIM DEED Date Recorded: 4/20/2016 2016R-562994 1158-919 https:/Inovus.bayfieldcounty.wi.gov/accesstmaster.asp 1/1 13AFIELD 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: BRETTING, ISABELLA B 21730 COUNTY HWY G ASHLAND , WI 54806 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00344 Transaction Number: SR -00344-42D69 Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 3070 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 3/26/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. YFIELD Bayfield County Planning & Zoning Department 117 E 51 Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: Submission Number: BRETTING, ISABELLA B SS -00662 21730 COUNTY HWY G ASHLAND, WI 54806 Transaction Number: SS -00662-358B8 Description Private Sewage System (Septic Tanks) Amount $400.00 Total: $400.00 Payment Amount: $400.00 Reference: 3070 Paid by: Red's Septic Service & Repair, 41855 Namakagon River Rd, Cable WI 54821 Payment Type: Check Transaction Date: 3/26/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-21 S STATE SANITARY PERMIT OWNER: ISABELLA B BRETTING G OV'T LOT: LOT: B LK: 1/4 1/4 SEC: 16, T 47 N, R 6 W TOWNSHIP: Pilsen SOIL TEST: 16-26 REPLACEMENT SYSTEM SYSTEM TYPE: Non -Pressurized In -Ground PLUMBER: RYAN STRAND TRACY POOLER DATE: 3/26/2026 Authorized Issuing Officer CHAPTER 145.135(2) WISCONSIN STATUTES a. The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. b. The approval of the sanitary permit is based on regulations In force on the date of approval. c. The sanitary permit Is valid and may be renewed for specified period. d. Changed regulations will not impair the validity of a sanitary permit. e. Renewal of the sanitary permit will be based on regulations in force at the time renewal Is sought, and that changed regulations may impede renewal. f. The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. PREVIOUS PERMIT #: LICENSE: # MP 798301 Condition: Properly Maintain System Per Recorded Agreement. Old System needs to be properly abandoned per SPS 383. THIS PERMIT EXPIRES 3/26/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION