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Home My WebLink About26-114S" Department of Safety County �� - c70 !*f I & Professional Services AYfIEtO Sanitary Permit/Number (to filled in by Co.) j y Industry Services Division %be a wnq Sanitary Permit Application State Transaction Number In accordance with SPS 38321(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit Ti - 8 J 41 o 1 793 - G is required prior to obtaining a sanitary permit. Note: Application forms for state.ownod POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary Project Address (ifdifforent than mailing address) purposes in accordance with the Privacy Lew, s. 15.04(q(m), Sats. a /YS 5 IuaJEK 5 /0/1 r ifs. L A plicatiolrinformadoo — Please Pr)nt AB Information REGEIVECI. Property Owner's Name Pared # 4My (Ellr SArNEA TAY t0.- 3571Y Property Owner's Mailing Address Property Location 627 /YAAKL,AAFF X0. Bayfield Co. Govt Lot City, State Zip Code Phone Number / FALL CAEEK �ciT 5'/7'1JNE _, iT '/., Section 9 T 3 N R E o 11. Type of Building (check all that apply) Lot # S- ❑ 1 or 2 Family Dwelling —Number ofBedrooms Y _/I7 Subdivision Name ❑ Public/Commemial—DescribeUse Block # O Cityof O State Owned — Describe Use -- ❑ Village of CSM Number /G S9 Town of NilNAKA60d 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 a licable.) - A'tS New System y 0 Replacement System ❑ Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B. ❑ Holding Tank ❑ In -Ground ❑ At -Grade �o( 1Ci Mound ❑ Individual Site Design ❑ Other Type (explain) (conventional) C. ❑ Renewal Before ❑ Revision ❑ Change of Plumber 0 Transfer to New Owner 'st Previous Permit Number and Date Issued Expiration IV. Dis ersal/TreatmentArea and Tank Information: Design flow (gpd) Design Soil Application Rate(gpd/st) Dispersal Area Required (st) I Dispersal Area Proposed (so I System Elevation r 0O /.0 G60 100 9% $ 97.3 CaAr ra,r,c Capacity in Total #f Manufacturer Tank Information Gallons Gallons Units n e oo $ "' v New Tanks Existing Tanks e a u — a W U in ts m iv C7 Septicorw=n ek /25o — ei /5o t A t /" .SKArAECAsr ✓ Dosing Chamber 750 — 750 / LOrlbo V. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Prim) Plumber's Sigma MP/MPRS Number Business Phone Number //<e ,5 n'aeF/ /0 93/99 7/5 577-5aao Plumber's Address (Street, City. Suite, Zip Code) /PO. 6OX /03 EAu �AyAE G/1 5V7oa VI. County/Department Use Only roved ❑Disapproved Permit Fe'�e�� Date lssu Issuing Agent Signature ❑Owner Given Reason for Denial ✓W $� ZL Conditions of Approval/Reasons for Disapproval Armen to complete plans tar the syatem and submit to the County only an paper not less thou 8 t/2s II inches in size SBD-6398 (R 03/22) Wisconsin Department of Safety and Professional Services j \'. -/ Phone: 608-266-2112 Div isign of Industry Services 'c� ' 0 �� Web: httn://dsys.%i.nov 4822 Madison Yards Way -'i -1 Email: dsos/nlwisconsin.eov Madison, W1 53705 � S /' \� Sy/^ Tony Evers, Governor "F��µ Dan Hereth, Secretary scumnt August 11, 2026 CUST ID NO.: 224974 MICHAEL J HASSETT 1503 FAIRWAY ST EAU CLAIRE, WI 54701 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES:8/11/28 MUNICIPALITY: TOWN OF NAMAKAGON BAYFIELD COUNTY SITE: AMY AND KELLY SATHER 21485 JUNEKS ROAD CABLE, WI 54821 NE, NW, 9,43N,6W FOR: Design Wastewater Flow Value: 600 Bedrooms: 4 Limiting Factor(s): 30" Maintenance Required: Effluent Filter AUG 142026 SITE REOUIREMENTS Bayfield Co. • A full size copy of the approved plans, specifications, andthis letter shall be on -site during c8iPW41Uttt9ftt6tiMrtWinspection by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. Identification Numbers Plan Review No.: PWTS-082601743-C Application No.: DIS-072630973 Site ID No.: SIT -162709 Please refer to all identification numbers in each correspondence with the Department. Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE Mound Component Manual - Version 2.1 (May 2022-2027) RECEIVED The following conditions shall be met during construction or installation and prior to occupancy or use: • The site shall be properly prepared prior to plowing. Any grasses longer than 6" shall be cut short and removed. To avoid matting, any leaves or loose organic matter shall be raked up and removed. Cut trees and shrubs flush to the ground and leave stumps. Avoid operating equipment on the Mound site. If necessary, use only tracked equipment, during dry conditions, with minimal passes, to avoid compaction. • Components and soil removed from an existing drain field shall be properly disposed of so that there is no risk to public or environmental health. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stars. A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. OWNER RESPONSIBILITIES • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of thesystem. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval and Wis. Admin. Code § SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. 'Me submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise makingthem necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer o f the responsibility for designing a safe building, structure, or component. The Division does not take responsibility for the des ign or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this letterhead. Sincerely, Joshua Rowley POWTS Product Reviewer POWTS Plan Reviewer Division of Industry Services Fee Required: $250.00 Fee Received: $250.00 Balance Due: $0.00 Refund Expected: $0.00 RECEIVED AUG 14 2026 8ayfield Co. Planning and Zoning Agency Page 1 of 9 Private Onsite Wastewater Treatment System Index and Title Page Project Name: Ar7Y KEaY SATKEA- /`/aura /owrs (,J6j) Owner's Name: " 5$ Owner's Address: ddY7 N4AKb,c4n /can Legal Description: NE /VG/ 9 Y3 N G G/ AUG 142026 Barfield Co. Municipality: Town, Village, Gity of /LIANA KA L6N aping Agency County: 134 y,, rEG0 Lot Number. _ 5 Block N/Jumber. CSM Number. U 5? Subdivision Name: a/Y8S ,Icwt-Ks r /lr. Parcel I.D. Number. TAx /. o. - 357 /d Conditionally APPROVED Page 1 index and Title Page DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIV1510N OF INDUSTRY SERVICES Page 2 Plot Plan tv.4, Page 3 Cross -Section & Plan View Page 4 Pipe Lateral Layout SEE CORRESPONDENCE Page 5 Septic Tank / Pump Chamber Cross -Section & Page 6 Pump Performance Information Page 7 POWTS Owner's Manual & Management Plan Page 8 POWTS Owner's Manual & Management Plan Page 9 Filter Information Spec' canon Michael J. Hasse₹ Wisconsin Designer D-1152 Eau Claire, WI Name of Designer. /'%/_,ee 11Asstrr License It: /J -//5d Signature: /�7_! _i ✓o Date: 7-13-Jo26 Designed pursuant to the following POWTS Component Manual and DSPS 381 385: "Mound Component Manual for POWTS" Version 2.1 (May 2022-2027) "Pressure Distribution Component Manual for POWTS" Version 2.1 (May 2022-2027) Attachment Soil Evaluation Report • go PSOIL TEST #// —c (e'Ulfisconsin Department of Safety and Professional Services Division of Industry Services SOUL EVALUATION REPORT Page 1 of 4 in accordance with Comm 85, Nis. Adm. Code County BAYFIELD Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 04-034-2-43-06-09-2 05-002-11800 Please print all Information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04 (1) (m)).5, S g/2 Property Owner Property Location f AMY & KELLY SATHER Govt. Lot NE 114 NW 1/4 S 9 T 43 N R 6 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 6427 MARKGRAFF ROAD 5 ± 1659 City State Zip Code Phone Number (City DVillage OTown Nearest Road FALL CREEK I WI I 54742 I ( ) NAMAKAGON I JUNEKS POINT RD. New Construction Uses Residential / Number of bedrooms 4 Code derived design flow rate 600 GPO I� Replacement [JPublic or commercial - Describe: Parent material OUTWASH Flood Plain elevation if applicable fl/Fl ft. General comments and recommendations: RECOMMEND 6" MOUND, .7LR, 857.2 SQFT BASAL AREA, 3% SLOPE. WOODED AREA 8''X 75' MOUND ON 97.3' CONTOUR; SYS. EL. = 97.8' AUG 14 2026 i Q Boring # [JBoring Planning and Zoning Agency Pit Ground surface elev. 98.35 ft. Depth to limiting factor 44 in. 0„tH �....,,....:... Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cent Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/1 'Eff#1 "Eff#2 1 0-4 7.5YR 314 - LS SG mvfr cs 3uf-f .7 1.6 2 4-12 7.5YR 5/6 - S SG mvfr gs 2uf-f .7 1.6 3 12-38 T.5YR 5/4 - S SG mvfr cs 1 of --f .7 1.6 4 38-44 7.5YR 6/2 - S SG mvfr cs - .7 1.6 5 44-62 7.5YR 6/2 c1 d SYR 512 + 516 S SG mvfr - - .7 1.6 WATER @ 55" Boring # UBoring Pit Ground surface elev. 97.0 ft. ❑ Depth to limiting factor 30 in. , p Cnrl Annl;na+inn Rntm Horizon Depth. in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fl? `Eff#1 Eff#2 1 0-5 7.5YR 314 - LS SG mvfr cs 3uf-f .7 1.6 2 5-30 7.5YR 5/6 - S SG mvfr cs 2uf-f .7 1.6 3 30-38 7.5YR 5/4 c1 d SYR 5/2 + 5/6 S SG mvfr cs - .7 1.6 4 38-53 7.5YR 6/2 c1 d SYR 5/2 + 5/6 S SG mvfr - - .7 1.6 WATER @ 44" mvfr - �tvuent 9l = i oD > i LGU mgiL ana is >:3U < 1 w mg!L - Effluent # = B D < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Arik Wruck Signature CST Number Date E Iua' n Conducted Telephone Number Address Eau Claire, WI, 54703 (715) 225-1906 C-4 CST - 092000015 SBD-8334 (R07/i3 Property Owner AMY �&j KELLY SATHER Parcel ID #04-034-2-43-06-09-2 05-002-11800 3 Boring # t�,! Boring Pit Ground surface elev. 96.5 ft. Depth to limiting factor 30 in. Page 2 of 4 SniI Annlirafinn Rihc Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fF `Eff#1 `Eff#2 1 0-5 7,5YR 314 - LS SG mvfr cs 3uf-f .7 1.8 2 5-22 7.5YR 5/6 - LS SG mvfr cs 2uf-f •7 1.6 3 22-30 7.SYR 514 - LS SG mvfr cs - .7 1.6 4 30-47 7.5YR 6/2 c1d 5YR 5/2 + 516 LS/SL SG OM mvfr/ mfr - - .2 .6 Boring # ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor in• Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff `Eff#1 *Eff#2 Boring # ❑ Boring U Pit Ground surface elev. ____ft. Depth to limiting factor ......... in. Snit Annlir2tinn RatP Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff: *Eff#1 *Eff#2 Pa !+ z n r _ 0�+ fanning nd Zoning agency Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD5 ≤ 30 mg/L and TSS < 30 mg/L SBD-S33O O07/I3) PLOT PLAN P R.QJnc1' r 1E: AMY_A KELLY SATHER (21485 JUNEKS POINT RD) P)R. Jxrc7r LocATrc►Isr, NE, NW. 9. 43N. 6W 0 T. o£ NAMAKAGON, BAYFIEILD CO. MI T cs'r i.xcmr4sn cr. 092x00 S)GNA7CLJLZL-- Arik Wruck 1518 Glenn PI. WOODS Eau Claire, WI, 54703 (715) 225-1906 CST 092000015 NI 1"=40' C 0 20 40 MI xo AUG 142 Bay�eld Co. Planning and Zoning Agency U= PIT'S, L =BORINGS PROPOSED ALL SPS 383.43 : ot s►r —�— REF— -- ' A POLE SHED'S SETBACKS M.T. / / qF X-10045' t' PROPOSED SLAB EIEIGH BASE OF .Y-. ELEC. PED PROPOSED WELL t1'Ca)D.S PROPOSED FtrruR13 4 BDR.MJ HOME srrE 96.5 WOODS PLAT PLAN 4sii KELLY SArncA- o%/yg5 .14..1E1<5 /Vf N[J, 9r 4'3 N, 6 GJ jdF r /3AYf/EZn Lo NANAKAGa.d RECEIVED T Al �y , a' AUG 14 2026 o aa' vo' = t°, rs /9 y 446 cor Bayfield Co. Planning and Zoning Agency Au S/s 3S3,y3 SEr4.gaa NEr 360 TO a�rg5 Jausrs AT. ,Ca. /46/Into %OLE SNE4 p. r ,. M. -/60.0 -'I ,BASF OF LR4../EL AnroEUAY K /oo.o' ranr� 35 R�'� qa• � q7A /zogocu ® S WELL �A0 A0 3 Ea Wood / v -b4, y ' N5 E. 3R0 I gs75 ROCK CELL r7o.q'% r%0.3' Mou,o Pow rs ,G SYs. Er.- 97.g' o.✓ 97.3'ta..rroa y Puc accsa 5 LAr Mo, Et.- 98.3 ..iKRw !>sa/756 q 7"Puc cc Ld(45) Combo TANK r fa ASE AfA 4100.03 L PLOT PLAN A. )aF9 fIMY 0" KELL y 54 rrgc,c- ,2/ygc JUAJE/ES /VE NEJI 9, '/3.'V, 6 GJqq PToe N/kMKRGN o,J� AYF/ELD (o, T N o� ao' vo' cam= /orrs, 19,Y /]c4E for Au 5,5 33.`%3 SEtQACK5 NEr �koAosf'0 % 5,/ca .PIA SE of ELEC. Pee LMH y"Fuc /3EL) / AOFdSEO WELL PRUPosco y -8c, %uPac aLcsa I I 3�q f 3039 (iY.?"6EL.CA) S(EE e" SKAW /,750/750 eo.Y00 TANK 3aa ro o7/Y85 Ju,vt,c or, A#. 'do'eme ELEC. E _ GRAJEL QALu(WAY X= /oo.o \/n15unArc' a.%'" i , - ,°ANCWAY i5 q8• 1�1 LEEJLpE?% !L p Ala wooDS FOFLE ,�d(n I r 8X75 ROCK CELL ao.v's 9o,d' MouJO Pow rs 595. EL,- 97.g' o./ 97,3'CONraaA LAr. /du. EL.- 98.3' LJooIS RECEIVED AUG 217026 Bayfield Co. Planning and Zoning Agency it Page 5 of 9 �' Ut COMBINATION SEPTIC/DOSE TANK CROSS-SECTION cii r o (DRAWINGNOTTOSCALE) V C m ijS G c MANHOLE RISER € COVER FINAL GRADE (perSPs 38425(r) & (8). approved (slope ground surface away from locking device. & warring label; Edend manhola(s)fnrpraperdalneye} manhole dserasnecessary.} 4- ML acR 40 PVC TanK Vent ELECTRICAL located 12•abnve grade or24' �4;';W�M.Se' 40 PVC TarnsVent above Re§ieltal Rood Elevation 13UILDINGSEWER ll2•abovegadeor24' dUNCTIONBO15aboegional Flood Elevation j tcom.,.4 s^ sts I FORC............ 'Tic .... ....... - �,4. MANE OPTIONS V!i 8-wver " zr Wn_ U -- >78' MANHOLE ii eOTrOMOFINtETPnvatelevallan)1 \1 3• RaatT(ae— l Hde I INItT_ I (emsta•2terlevel — — - wv n vv N. _ /.1E57 � _ _ _ `• RESQDfE cne^cm' Plepm}yma(d n' -- 1,f/ AlannFleat On Fly _ •ixtarvme Ap aPaNtla Iv 0 peommlm) RogWred OnOWet ORFloat --------------------- ------- - ------- ------------=------•_•: ____--_ 87.3, MINIMUM OF 3n OF SUITABLE BEDDING BENEATH TANK & MAXIMUM BURY DEPTH OF 98" Anchoring of tank may be required per BPS 383.43(8)(9) Tank Manufacturer. .5j',Aw 4gcnsr Daily Wastewater Flow (DWF): A`OB GPD Septic/Pump Size: 125'O /750 oallons Number of daily doses S.. ( /9. Y %) Alarm Manufacturer SEasca.wcS Model Number. "TTl Force main volume: H5 ftx G3 gal/It = 7.3 gal Switch Type: /yGUlAdicat Actual dose volume: /a3.G gal - 7.3 gal =I/LS gal (total dose volume -volume of force main) Effluent Pump Manufacturer. C HAMA'ON Model Number. CPOY Minimum Discharge Rate: 427 GPM Vertical lift (pump off to lateral invert).._._....... /. 6 ft System head (distal pressure 3_5 x 1.3 ft): Y. 6 ft Y 5 ft Force main x /_7 1100 friction factor .8 ft Flitar Trierton Ices --------------------------------------— Total Dynamic Head (TDH): IL • Y it Reserve above alarm d 9. 3 in = 970.3 gal (D) Alarm float above on float o? in = 3,1 gal (C) On/Off float measurement 7.7 in = ,4r3-' gal (B) Off above tank bottom 8 in = /28.Y gal (A) DOSE TANK DIMENSIONS: Length 1-V in Outlet height 5r7 in Width 77 in Gallons/inch 11.05 RECEIVED AUG 14 2026 Page 3 of 9 ID = ft CROSS-SECTION OF MOUND ,5 Bayfield Co. E = , 7`i ft planning and Zoning Agency UPTURNED LATERAL & ACCESS BOX F = 9 ft /5 TOP SOIL OBSERVATION PIPE & WATERTIGHT CAP , GEOTEXTILE FABRIC COVERING DISTRIBUTION LATERAL (_1/9 in. sch. 40 PVC 02665) G = 5 ft ASTM C-33 SAND FILL i Lateral Invert El.= 9S.3 ft H = fO ft /5 TOPSOIL \ )%" ySt^�:: , £$`vi�G F SystemEl= 97.8 ft TOE d ;. . ,.:- E " ' ' Contour El.= 97.3 ft ° w ° y "' PLOWED SURFACE 3 % SLOPE - " ' - - - FORCE MAIN (2" sch. 40 PVC 02665) " DISTRIBUTION CELL = 8 ft x 7S ft = 600 ft2 (W" -2W aggregate) Min. Required = 600 + /.0 = 6d rye A = $ ft B = 75 ft I = 7./ ft J= 5.3 ft x= 7.G ft L= 9o.2 ft w= 2a. V ft 4" sch. 40 PVC observation pipe p N U 0 1.5 ft Zn � M 3 `o TO-5ft c m m W 0-o� W 0.0 2" Force Main Manifold I ( /�Ia In. L24V W son. 40 PVC O2865) PLAN VIEW OF MOUND 1 .1— Ulalnou[IOn s.en Distribution pipes 7. 1 I /d.5 ft ('/='-2%z" aggregate) r /'•_' it 7 /'/ ft in. sch.40) Observation pipe 76 —K 8x OX= Upturned Lateral with Access Box Prohibit disturbance and vehicle traffic within 15 ft of downslope toe. I� — L 9a. 2' Basal Area = (5.1 ft x 75 ft = /f.126 ft2 Min. Required = to 0O , .7 = 85$ ft2 Page 3f of 9 HOLE DIAMETER = ''J3,i in. LATERAL DIA. = � in. MANIFOLD DIA. = /jf in. (sch. 40 PVC pipe 02665) FORCE MAIN DIA.= � in. P = 72 ft. S = y ft. X = 3 ft. Y = 3 ft. ANIFOLD ( jff In. sch. 40 PVC 02665) PBPE LATERAL LAYOUT OF MOUND (End Manifold with Aggregate) C`eOJ ,6voe Q JGS�Be 31 yt i 3� / 3 YA\m/� FORCE MAIN (2" sch. 40 PVC D2665) RECEIVED AUG 14 2026 BayfieId Co. Access Planning and Zoning Agency Box Minimum Number of Holes = 600 ft2 + 12 = SO Holes HOLES LOCATED EVENLY ON BOTTOM OF PIPE. ,?5 Holes/Lateral x 2 Laterals = 50 (5/3' "Holes x 0.SYgpm / (5/3a°) Hole = 27 GPM = SYSTEM FLOW RATE PIPE VOLUME = /99 ft. Laterals (total) x 0.092 gal/ft. =/3.25 x 5= 6.25 GAL = MONIMUM DOSE VOLUME PIPE INVERT ELEVATION = 99.3 ft. Page 5 of 9 COMBINATION SEPTIC/DOSE TANK CROSS-SECTION (DRAWING NOT TO SCALE) R: EC EIO(EO MANHOLE RISER & COVER AUG 14 2026 FINAL GRADE (per8PS 99425(7) a (9), approved (slope ground surface away From locking device, a warning label; Extend Bayfield Co. manhde(n)forpropxdralnage) manhole riser as necessary.) pp��tp odzonin A9encv 4- rmn. 5th 40 Pc-t'alllc Oant ELECTRICAL. 4' Nun. Seh.40 WC Tank vent dUNCTiON B located 12' above grade or24• above Regional Flood Samson BUILDING SEWF� (per SPS 33Z3o(1'n) 3X orated �2`abavag aEevabo` above Regional Flood I:7evadan (comply wan SPS 376 r and NEC 300) M 56'oover weep Hole l 1 tl FORCE MAIN OPTIONS tuna tdatn 5oi G F— /o c wa m Floc e•naar oma aPproVe0 Eta0e1RFllef/ - e On FlaN llmm5a6o sh PaNtle9ze 6 rregWn:d OnOWm OHFoat II14 A 9ay.= 843a MINIMUM OF So OF SUITABLE BEDDING BENEATH TANK & MAXIMUM BURY DEPTH OF 98° Anchoring of tank may be required per SPS 383.43(8)(8) Tank Manufacturer. SXAw /aEC4sr Daily Wastewater Flow (DWF): li d6 GPD Septic/Pump S1w: /250 /750 -gallons Number of daily doses: '.2 (/9. Y %.) Alarm Manufacturer Sri F.zo,,,4.s Model Number. i7TT/ Switch Type: /°JEzww ji c do Effluent Pump Manufacturer C HHfPlON Model Number. LPey Minimum Discharge Rate: 27 GPM Vertical lift (pump off to lateral invert)._..__...... 9.6 ft system head (distal pressure 3.5 x 1.3 ft): /, & ft Y5 5 ftForce main x 47 /100 friction factor , S ft Flttwrfrietlnn Icon._-----------------_-__-----------. — R Total Dynamic Head (TDH): /y • y ft Force main volume: yS ft x . /G3 gal/ft = 7.3 gal Actual dose volume: /,93.4 gal - 7.3 gal = /ll.3 gal (total dose volume -volume of force main) DOSE TANK CAPACITIES: Reserve above alarm a' 9. 3 in = y7o. 3 gal (D) Alarm float above on float a in = 3.2/ gal (C) On/Off float measurement 7.7 in = /,13.4 gal (8) Off above tank bottom 8 in = /.78.Y gal (A) DOSE TANK DIMENSIONS: Length /SV in Outlet height_7 in Width i7 in Gallons/inch II. 6.1 Lf f l JIILliUS] l[lftlr FEATURES/BEIgLeFIIS PERFORMANCE Heads up to 65' TDH Flows up to 86 GPM c IMPELLER DESIGN Non -clog style, cast-iron vortex impeller (CPEH Thermoplastic Vortex) - Designed to help reduce clogging by foreign material MOTOR High efficient, 115v or 230v, oil filled, POWER CORD permanent split capacitor motor with upper Sealed entry quick disconnect power cords and lower ball bearings and thermal overload - Prevents water from entering the motor protection housing through a cut cord -Constant bearing lubrication - Easy to replace in the field - Maximum motor cooling -Available in lengths up to 100' Runs cooler and lasts longer - Internal overload protection - Quiet operation - Fasteners and shaft made from rugged, corrosion resistant stainless steel SEAL DESIGN Type 21 inboard seal design with secondary exclusion seal - Rotating components of seal are in the motor housing, being lubricated by the motor oil preventing foreign matter from wrapping around the seal components Seal will last longer if the pump runs dry -Secondary exclusion seal keeps debris from entering the seal cavity 0 r 40 30 20 ID 0 SWITCH Piggy -back switch design - Defective switches can be diagnosed over the phone - Pump can be operated manually or supplied with other piggy -back switches -Switch can be replaced without having to replace the pump APPLICATIONS Dewatering, septic systems, residential and commercial developments, elevator pits and STEPn IVED AUG 14 2026 Dayiield Co. Planning and Zoning Agency Vertical Float Wide -Angle Float 4/10-1/2 HP submersible pumps that handle up to 3/4" solids with 2" discharge ml is m 90 100 Gallons perMinute, GPM rev010923 Page 7 of 9 POWTS OWNER'S MANUAL AND MANAGEMENT PLAN FILE INFORMATION Owner AP1Yf KELLY .5ATNEA Permit # nrRrf1M PARAM1.TF.RS Number of Bedrooms Number of Commercial Unify Estimated flow (Ave) (100 gpd/bedtoom) +7O0 gpd Design flow (DWF) — estimated x 1.5 DO gpd Soil Application Rate 7.6 d/ft2 Influent(Efuent Quality ( NA) Monthly Average Fats. Oil & Grease (FOG) S 3 mg/L Biochemical Oxygen Demand (HODS) ≤220 mg/L Total Suspended Solids (TSS) ≤ 150 mg/L Pretreated Effluent Quality (0 NA) Monthly Average Biochemical Oxygen Demand (BOD5) ≤ 30 mg/L Total Suspended Solids (TSS) ≤ 30 mg/L Fecal Coliform (geometric mean) ≤ 10 cfu/l00mL Maximum Effluent Particle Size 1/8 inch diameter Dispersal Unit MfgJMode1 Number: Calculations: Soil Dispersal End Cap DWF — Application Rate = Area Required - EISA - Gild .. /.0 = £00 SYSTEM SPECIFICATIONS Septic Tank Capacity galONS tic Tank ManufacturCRSr NAEffiuent Filter Manufac® NAEffluent NPump NPmn Filter Model❑ Tank aci'❑ Tank ManufactuasT ONPure ManufacturerdN CPEV DNA DNA rum Model Pretreatment Unit (9 A) C7 Sand/Gravel Filter Cl PeatFilter Cl Mechanical Aeration Cl Weiland O Disinfection Cl Other. Manufacturer: Model: Soil Absorption Component (Cl NA) O In -ground (gravity) O In-ground(pressurized) Cl At -grade $f Mound Cl Drip -line Cl Other. Vertical Distance TankBottom to Service Pad; ft Horizontal Distance Tank s toService Pad: ft ________DNA (Dispersal Unit EISA) or (Trench Width) _ # Units or Total Length of Trench(s) 8' = 7.s' LI Ar-uraae component Mammal lIXl'VW iJ' trressare ai tilvlly. VerSlon 3.lt(May GULL-LUL/) Cl "Design of Pressure Distribution Networks for Septic Tank -Soil Absorption Systems." Publication 9.6 (SSWIv Mu)jVE ID "EZ Flow Mound Component Manual" Version 12/15/2017 (April 2018-2022) Cl "In -Ground Soil Absorption Component Manual for POWTS" Version 2.1 (May 2022-2027) ;d "Mound Component Manual for POWTS" Version 2.1 (May 2022-2027) AUG 14 2026 Cl "Pressure Distribution Component Manual for POWTS." Version 2.1 (May 2022-2027) Cl Other. Bayfield Co. MAINTENANCE MONITORING SCHEDULE - MAINTENANCE AND MANAGEMENT Service Event Service Frequency Pump/inspect dispersal cell(s), clean filter At least once even' . ® 13 months 9 3 years Cl Other. Insect pump & pump controls, alarm, pretreatment unit At least once every Cl months ® 3 years Cl NA Flush and pressure test laterals At least once evu1y Cl months 3 years Cl NA START UP AND OPERATION: For new construction, prior to using the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of tho tank(s) removed by a soptago servicing operator prior to use. System startupahallnotoccur when son conditions are frozen at the Infiltrative surface. The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation of water -saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other clear water treatment devices and foundation drains should be discharged to the ground surface whenever possible. Note: this does not include laundry waste, showers, dishwater, etc. - This system is designed to handle domestic strength wastewater, however, the disposal of food based greases, oils, vegetable/fruit peels, seeds, bones, and food solids, such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that Should be diaobu:god into the system. Other non-biodogradsble items, nacb Sc baby wipes, u,mpom, cmimry napkins eoadomo, visaiairy butts, dental floss, and cotton swabs, should not enter the system. Chemicals, such as petroleum products, paint, disinfhetants, pesticides, antibiotics, solvents, etc., shouldnot beflushed intothesystem theycan seriously damage yourPOWTS and contaminateyour drinking water supply_ Maintain a regular steady flow by spreading laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction ofsnowoverthedispersal unitmaycause it to freeze up. Page 8 of 4 INSPECTIONS & MAINTENANCE: Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer, or Septage Servicing Operator (per the attached Maintenance Schedule). Tank inspections must include a visual inspection of the tank to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and check for any backup or pending of effluent to the ground surface and test all electrical equipment such as pumps and alarms. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with effective locking devices to prevent accidental or unauthorized entry the tanks, When the combination of sludge and scum in any tank exceeds one-third (1/3) ormore of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Ch. NR 113, Wisconsin Admin. Code. Specific servicing mechanics must be provided if vertical is >15 feet or if horizontal is >150 feet and instructions to be provided below. The outletfilter(s) shallbe inspected and cleaned toremoveany accumulated solids accordingto manufacturer's'specifications. Solids washed from the filter shall be retained in the tank Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule tokeepthesystemopemting. AUG 142026 Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed-misetvioe P OWTS, There is normally a 1 day reserve under regular operating conditions, however water should be conserved until any prabllems:uvith the system are corrected to prevent back-up of sewage into the dwelling or surfacing. ABANDONMENT: When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. SPS 383.33, Wisconsin Admin. Code: ° All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed ° The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator, ° After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel, or other inert solid material. CONTINGENCY PLAN: If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to code compliant replacement system: P provide a ® A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area renders it unusable. Replacement systems must comply with the rules in effect at the time of replacement. O A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions ofsuch systems must comply with the rules in effectat that time. WARNINC!P! SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP, OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAYRESULT,RESCUE OFA PERSON FROM THEINTERIOR OFATANKMAYBEDIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS: POWTS INSTALLER POWTS MAINTAINER //CE 5GHucw /7PR5-/093/94 j Name: /En tusAret SEF Phone: 715 ; 77- 5.746 7416 Phone• 7/S 577- 5226 --� SEPTAGE SERVICING OPERATOR (Pumper) Name: Phone_ LOCAL. REGULATORY AUTHORITY Name: ,8iyF/Eta (0L ,VA/(n16 • Z OAl t -V 6 Phone: 7/5 373-O1/'! A. 9ofq Installation Instructions for the GF10 Filter " k x4krda35c.fl ,Ms&p t p'.isc 4/�:s. 71 Step 1: Locate and remove the septic tank cover, on the outlet side of tank. Step 4: Glue the filter case onto the outlet pipe, Insert the filter cartridge Into the case. (Make sure the filter Is completely Inserted into the case.) �1t TECHNOLOGY Step 2: Before installation, place the filter case onto the outlet pipe. Make sure the case is positioned so the filter can be removed from the tank for mainte- nance and service Maintenance of the GF10 Filter A time frame In which septic tanks are serviced Is set by state and local codes. Although they may be different, most regulatory agencies suggest two to five years. We recommend the GFt 0 filter be cleaned when the septic tank is normally cleaned and pumped, or as needed. WARNING: If the liquid level in the tank is above the top of the filter, pump the tank prior to removing the filter cartridge. Step3: Forinstallatlonsthat fl CAUTION: USE RUBBER GLOVES WHEN HANDLING !FILTERS! require or desire additional support. (if additional support Is not needed, go to Step 4) Glue a section of 1"Sch,40 pipe to the two hubs located on the bottom of the case and the hub located on the side of the case. Steps: For Installations where It will be difficult to reach the handle, place 1"Schedule 40 pipe Into the tee on the handle and extend it to height that will make it easy to remove the filter. I.;, tun t tae! rea 10 oa ra ml cal Hn cr1 e.o t.S ax em exi cn en rn Kc Installation of an Same as anew system only the septic tank u existing system. must be pumped prior to installation. 6 , e. ir FJ 10:1 1O0 Si ,us em e1 ,-.u¢rs :cr4 ct a :x, V:.i Ca no F!.'i x531 step 1: Remove the septic tank cover and pump the tank If necessary to prevent any solids from escaping to the field when the filter is removed. RECEIV, AUG 14 2026 Bayfield Co. planning and Zoning Agency II Step 2: Pull the filter Step3: While holding the handle and slide the filter filter cartridge over the out of the case, access opening of the tank, rinse the cartridge off with fresh water. Take are to make sure all solid material falls back Into the tank TECHNOLOGY 3 Fairfield Blvd, Wallingford, CT 06492 t.B77-765-9565 Fax: 2034645514 Step 4: Insert the cartridge back Into the case making sure that It Is properly aligned and completely Inserted into the case. Bayfield County, WI •s r,. 4 'fra A. j � •ad F kl� w; RS LL _ ^ _ ir fie' ri 7/20/2026, 3:51:09 PM AL ✓ ' psi 0 Rivers E13 Section Lines All Roads ® Recorded Map New F Lakes -- GoverrmentLot Town Corner Tie Sheets Driveways AUG 14 2026 0 •- Meander Lines EEl Municipal Boundary Private O Section Corner Monument on File , Buildings eaykeld Bayfield CO. • Approximate Parcel Boundary Survey Maps Building Footprint 2009-2015 Planning and Zoning Agency O UnRecorded Map Existing 1:3,132 145 290 580 ft 40 80 160 rn Bay(Ield County Land Records Department t'tlps,Jmnpshaylic..-s my c::ov:BavekWlABt Private Sewage System Maintenance Agreement Mailing Address Ft LI Cc4 6L& 3511 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) N l; 1/4 of NW 1/4 Section 1 Township N. Range W Additional Legal Description: Town of N '.f' f' (Acreage) ta, y.�i b Gov't Lot at Lot Block Subdivision Lot 5 CSM #IGS9 Vol. ±L Page 1 S CSM Doc # -ao9 F,— $17;p 6 DOCUMENT NUMBER 2026R-61 3406 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 08/19/2026 AT 1:27 PM RECORDING FEE: $30.00 PAGES: 1 ECEiVED AUG 202026 Recording Area Return To: Planning and Zoning Agency Planning and Zoning Department ❑ 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 (113) 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, POWIS 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 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 Bayfeld 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. Bayheld 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 futurpptyheys of vLEif atoperty. Owner(s) Name(s) — Please Print Subscribed and sworn to before me on this date. - Noted d ner( SI re(s) Not Publi9 Shawne Marie Owiaxda? ' My ommisstbn I s: -< `9V Drafted by: PcM y Sg+h t r Date: oO/ l7 I a" o ab Proofed by: ulorms/sanitary/sepdcmaintenceagreement Revised July 2020 Bayfield County FIELD Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: SATHER, AMY M AND KELLY P 6427 MARKGRAFF ROAD FALL CREEK, WI 54742 Description Certified Soil. Tests - Review & Filing Fee Submission Number: SR -00490 Transaction Number: SR -00490-4C468 Amount $50.00 Total: $50.00 Payment Amount: $51.95 Reference: 1942610775 Paid by: Amy Sather Payment Type: Credit Card Transaction Date: 8/17/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. 3 1YFIELD 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: SATHER, AMY M AND KELLY P SS -00816 6427 MARKGRAFF ROAD FALL CREEK, WI 54742 Transaction Number: SS-00816-4CA74 Description State Approved Plans (Mounds, Systems Requiring Pre -Treatment, etc.) Amount $500.00 Total: $500.00 Payment Amount: $500.00 Reference: 2756 Paid by: Clearwater Septic Systems Inc. Payment Type: Check Transaction Date: 8/24/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. HAYFIELD COUNTY OWNER: AMY M AND KELLY P SATHER GOVT LOT: LOT: 5 BLK: CSM: 1659 NE 1/4 NW 1/4 SEC: 9, T 43 N, R 6 TOWNSHIP: Namakagon SOIL TEST: 118-26 NEW SYSTEM SYSTEM TYPE: Mound 224 in. of suitable soil PLUMBER: MIKE SCHUCH SCOTT ROUSH Authorized Issuing Officer DATE: 8/24/2026 SANITARY PERMIT (#04)-26-114S IYA.I; ii CHAPTER 145.135(2) WISCONSIN STATUTES a. The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. b. The approval of the sanitary permit is based on regulations in force on the date of approval. c. The sanitary permit is valid and may be renewed for specified period. d. Changed regulations will not impair the validity of a sanitary permit. e. Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may Impede renewal. f. The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. PREVIOUS PERMIT #: LICENSE: # MPRS 1093199 Condition: THIS PERMIT EXPIRES 8/24/2028 -� � .••r.� ..yam :l y., •�.$ a � � •• s MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION