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-, Requast for Sanitary Inspection (24 Hrs. in Advance) Fax this form to Zoning Dept (24 Hrs.) prior to when you want an inspection — (715) 373-0114 if you do not have a fax and must email the inspection; you must email all staff members. Note fl Time Change fl Discrepancy fl Other Phone f NNumber II l PVC s % y �`a Plumber: Fax Number 1 v,�� �1'^ ^n n ` l me 7` Email Address Homeowner: Ih. Immediate Phone Number So Zoning Sanitary Permit #: L O, 5_ 33 U Dept can call you right back (if needed) Plumber's Choice Zoning Dept No Inspection(s) during this time Date: / w s Tuesday (9:30 am - 12:15 pm) (Tracy) Plumber's Choice Zoning Dept Time: 9;L/^( 0 a Township: CT�1 Address # & Road Name: L-j'(jq s— d--Th- 1Q.. or Directions • To Site: Comments: Plumbers you must verify any change(s) by fax or email Notes from Zoning Dept u/fonnslsanitary/nequestforinapedion Zoning Dept (@4112104); ® June 2023 Industry Services Division I;enP�at'C'SUV94s21 Pen Per LINDA A KRAFT 44945 BEAR POINT RD CABLE WI 54821 Private Onsite Wastewater Treatment Systems (POWTS) Inspection Report (Attach to Permit) City U Village U Town of: setback to: of I County 1 I V1l/� Sanitary ermlt No: State Plan Transaction ID#: Parcel Tax No: TYPE MANUFACTURER CAPACITY Prop. Line Well Building Air Intake Road Septic aS i t Izs-o / 7c2 N/A Dosing b N/A Aeration IN/A Holdin Pump I Siphon Information Pump Manufacturer Pump Model q7 Demand n1e✓ GPM Filter Mancturec Alter Model TDH Lift Friction Loss Head Total Forcerr��in Len th Dia Dist To Well Dispersal Cell Information DIMENSIONS Width., Length t of Cells SETBACK FROM Prop; Line IX Building yg Well OHWM Type of Cell L � Manufacturer: I H Model Number. Pretreatment Unit istribution System 'Header / Manifgld Lenoth 7n. b Dia Distribution Pipe(s) _ Elevation Data STATION BS HI FS ELEV Benchmark p Iob.p Bldg. Sewer t Tank Inlet Tank Outlet Dose Tank Inlet Dose Tank Botto t 2.7 — Inst. Contour 'ii Header' Manifold .3_g5 , 35 o.&. 4 Distribution Pipe Infiltrative Surface 3 Final Grade o X Pressure table afon Spacing'. es ❑ Depth Over I Depth Over I Depth of I 0 Seeded! /Sded IMulched Cell Center Cell Edges TopsoilYes 0 0 Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) ��✓��I LeI< fw SL?tkLt» S"I.oLav �ydt! tse'� u//i-i 'Ian revision required? 0 Yes O S Ise other side for additional inform lion. 0 Date SRn_R79n /R ngr911 loo/ -rte/ POWTS Inspector's Signature License Number .,1 was & & 4°(C -t M t 1 ,i./_-•$- -fl Property Owner BAYFIELD COUNTY PLANNING & ZONING DEPARTMENT Telephone: (715) 373-6138 Bayfield County Courthouse Fax: (715) 373-0114 Post Office Box 58 e-mail: zonina(a.bayfieldcounty.ora 117 East Fifth Street Web Site: www.bayfieldcountv.org/147 Washburn, WI 54891 CABLE WI 54821 Information LINDA A KRAFT 44945 BEAR POINT RD CABLE WI 54821 As you know __ IQ✓?S� was contracted by you to install a private onsite wastewater treatment system on your property (Tax ID# above). To know when your system will be due for servicing please go to www.septiesearch.com Notes Abandonment of Old System to meet all applicable code requirements: C• Tank was pumped by: :• Tank was crushed I removed and pipes disconnected by: on at AM/PM On i- at 6( Q/ PM) the above -mentioned plumber contacted our office to conduct a jne-q6ver inspection as requir d under DSPS 383. One of the following applies: System was inspected and appears to meet all applicable code requirements. ❑ System was inspected and appears to meet all applicable code requirements; however, a plan revision is necessary because the installation was substantially different than the original approval. ❑ System could not be inspected because plumber covered prior to scheduled time of inspection. ❑ System could not be inspected because plumber was not ready at scheduled time of inspection. County was unable to return to complete inspection. System could not be inspected because plumber was not ready at scheduled time of inspection. A re -inspection and $50 fee are required. System could not be inspected because County could not respond to plumber's time constraints Comments: U/forms/sanitarypropertyowner-input April 2019 � , -� �, ®S ' �: 19 Depal ent of Safety fessional Sellices, County � ' Permit umber (ta be filled is by Co.) ;: pg:. 1 Industry Services Division i)Lqf Q Transaction Number Sanitary Permit Application MAR 18 p In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this fonat to the appropriate gaveramen�l Q c�' J� a p g� is required prior to obtaining a sanitary permit. Note: Application forms for wn $OISae submitted to the Department of Safety and Professional Services. Personal information Project Address (if different than mailing address) u pro m0QAA& cd D purposes in accordance with the Privacy Law, s.1S.04(1Km), Stats. t Parcel ��-TG�.)G �D " �' &/L/7/ t { L Application information_please Please Print All Information Property Owner'sName (� L it i�CL Property Owner's Mailing Address O Property Location Govt Lot City, State Zip Code Phone Number s c1( 2-/ ' 7 C� '/. !, Section _ T 7 N R ®cP fi or IL Type of Binding (check aQ :that apply) Lot # I or 2 Famll1yDweliing — Number ofBedrooms Subdivision Name ❑ DescribePubliclConercial— Use Block# O City of O Vifage of O State Owned— DescribeUse CSM Number Town of t rn• --_ >Ii Type of POWTS Perriat: (Chieck eithi r "Necrv" or "Replacement" and other applicable on line A. Check one hos.on Sae B. Complete fine C it a ltcable. A- ❑ New System )iReplacement System ❑ Other Modification to Existing System (explain) ❑ Additional Pretreatment Unit (explain) B. 0 Holding Tank ❑ In -Ground ❑ At -Grade Podound. ❑ individual Site Design ❑ Other Type (explain) (conventional) C. Q Renewal Before 0 Revision ❑ Change of Plumber 0 Transfer to New owner List Previous Permit Number and Date Issued Expiration TV. Dispersab Treattnent Area and Tank Information: Design Flow (gpd) Design Safi Application Rate(gpd/sf) Dispersal Area Required (st) Dispersal Area Proposed (sf) System Elevation Capacity in Total #of Manufacturer Tank Information Gallons Gallons Units " NewTanks Existing•Tanks • yam„ =..77i � R a U ii Septic orHolding Tank 1 Dosing Chamber 7 6 .750 je -Responsibility Statement I, the undersigned, assume responslbfffty for Instafiationof the POWTS shown on thenttached pious. 's Name (Print) Plumber's Signature MP/MPRS Number Business PhoneNumber NV s Address (Street, City; State, Zip Code) /0571 /\l Pc,gc/Ze9, u.2 Sie- VL Countyiiiepartment Ilse -only - - Approved tJ Disapproved Permit Fee S Date Issued Issuing Agent S, D Owner Given Reason for Denial 500 • d O iag S Conditions of Approval/Reasons for Disapproval ,,,,(loct'ed ., �,,� . - 5e.cL..- �(.. 4��JII (J1 • Attach to complete ulnas for the stistem sod anhmh., . it.. •., ----------. ',c ---✓ —� r�r— ..—. sr.H .v«v U A as auL"a•�ui ca-�C SBD-639 (R. 03/22) 611 2JO 0) [ t 1' Vi 1 . WsconsinDepaflrnentofSafety&PrcfesslonalSeivices 111 FEB 2 ( .2025 Division of Industry Services SOIL EVALUATION REP eId Co. Zoning Dept. Count In accordance with SPS 385. M. Mm. Code Y ��� `�+ Attach complete site plan on paper not less than 8 N2 x 11 inches in s¢e. Plan must Include, trill not Ignited to vertical and horizontal reference point (8M). direction and percent slope. Parcel l.D. 1r t D; . iscale-'or dimensions, north arrow, and location and distance to nearest road. C) '34 14 Please print all Information. ReVI%bdft, Personal information you provide may be used for.secondary purposes (Privacy Law, s.15.04(1)(m)). M- UI Property Owner Property Location 0 ).•IN • I Af 1 GovL Lot J — ! --- % S O'1 TI NR 0 b FrM W Property Owner's Mailing Address Site Address or CSM and Lot#: 1,4q,4S' PA? POINT T7OAD City. State, Zip Phone Number 0 City ❑ Village ® Town Nearest Roa C,48W 5 Iez I (IPI Z) z7s..' ' NA d f3e*R HOW Roo p4ge—L-0 ?DOD Date Iaiz@z 0 NewConstnrction Use: ResidentiallNumberofbedrooms 3Code derived designfowrate^/S GPD 51 Replacement ❑ Public or commercial —Describe: Flood Plan elevation 0 applicable_ AJP ft. Parent material -5100 t o fii 11 b� — ' � General comments and recommendations: �tSTBC�EDM � �Z-R — Wtow __._ 1V�OIA►ND n j -I. AM"Jr3 •€#? ff. Celtcai{ aOftoring Boring # � Pit, Ground surface elev?• 7ft. Depth to limiting fador_itf. r etev.*l._fl. 1,x50 - I _Snn Annllnafran Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Ai.. Cunt: Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ftt •Eff#1 Eff#2 D4I tSYK2. t -- L$ rs.sW it r s D. 7 Z. S-15 514 4 — ( I m..e.sUc t- 467 i-I 3 is..sz. 7. s Y ! -" Is I rrt. b g) f4b• 1 1. b 2Z3D R. 5'nsb sl 8nr►wcr D.2 d•b s s Boring . Boring # Pit Ground surface elev. •40 ft. Depth to limiting factor_ in. t eiev. %, I0 ft. .... 2.00• ' • Soil Application Rate Horizon Depth In. Dominant Color MLunsell . Redox Description Qu. Az ConL Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Elf#1 Et1#2 Q 744 7.''i " Q -- 1 s 1 sbx r AW ,4$ a.i t. b 1H� 7.5YR I S I k r uJ -f D. 1. b .. .., f.. .. wA 5JC Vz ✓ia: I .N� r t CST Name (Please Print) Signa CST Number MARY JO HUPPERT (Hoilister's Soil Testing & De ign) 6 048900002 -SP Address Date Evaluation Conducted Telephone Telephone Number 25720 Fire Lane Webster, WI 54893 � / 1- z t -SEffluent #1 = BOD > 30 s 220 mglL and TSS > 30 s 150 mglL • Effluent #2 = BOD. S 30 mglL and TSS s 30 mg/L co • '2A t2..1&s P S8D-8330 (R03122) • SR.O02J ' ' FEB 2.1 2025 Page 1 of Zt.Sr Wisconsin Department of Safety &Processional Services 9 ('Ds,f Industry Services (d Co. Zonina SOIL EVALUATION REP{Zoning Det.1i P \3J)/to accordance with SPS 385, Wis. Adm. Code County �A��� Attach complete site paper not less than 8 1/2 x 11 inches in size. Plan must include, Parcel I.D. 1�*X D: z l b 1 but not limited to vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0' 4 t 0 52 D ?d0 Please print all Information. Reviewed by i Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner Property Location 0 II i-u1 A. rr Govt. Lot I --- 14 -- Y. S 01 T 14 3 N R 0 b &(erj W Property Owner's Mailing Address Site Address or CSM and Lott 5&A PoiNT OAb (SAMe) rH14qL(5' ity, State, Zip Phone Number 0 City ❑ Village 1 Town I Nearest Roa CASLE. IA r x+82 I ((P 12) 775 ' f ' 14A MA c&o� 13ei RoAj o NewConstruction Use: jg Residential/Numberofbedrooms Code derived designflow rate yM GPD 00 Replacement ❑ Public or commercial —Describe:_____________________ Flood Plan elevation if applicable ft. Parent material IQiek- t11 16Y General comments and recommendations: �FD4V 1.0 LR —` ma"M — lWA— x vt tl- MOUND 54EST� -c)F.�l1AlB o 1,• Boring # ❑ Boring Pit Ground surface elev T ' 75 ft. Depth to limiting factor Z.Z Im / etev. •11 ft. 1.83{/• I Soil Annlication Rate Horizon Depth in. Dominant Color Munseil Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eft#2 0-`8 1SY& Z. I -- l S nks at Yv r & . m d. 7 !, !v Z 8-t5 54t . 4 t g bK fl4 _ �•7 ) P 3 E5..2Z 7Y yj r is m.. 1< fai) t - b.1 1,dv ,z.30 V 0.1 Ne4gvKs/ ,1 DM — D.z �.b sq ,Js I jj Boring# Boring ' Pit Ground surface elev. '%4D ft. Depth to limiting factor -I in. / eiev.96JJ0 it.. Snfl Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 t 0„ 7 7.5Ykz z. s I .� 1 s Zw` SbK vrt r. 4 1_m, 07 1. b Z 7.44 7.5W £h1( -' 1 s 1,$W$W vvi.1r Q - a.7 !. !o a 7 . YR Is 1 K r & -f . . 6 1 4iq-- CST Name (Please Print) Sign CST Number MARY JO HUPPERT (Hollister's Soil Testing & I 048900002 -SP Address Date Evaluation Conducted Telephone Number 25720 Firefly Lane, Webster, WI 54893 11- ZZI 715-428-1775 -S* Effu ent #1= BOD >'30 s 220 mg/i.. and TSS > 30 s 150 mglL * Effluent #2 = BOD, s 30 mglL and TSS s 30 mg/L SBD-8330 (R03/22) �t�� A• l • ❑Boring Boring # Pit Page Z of X4 Ground surface elev.15 ft. Depth to limiting factor in. I etevg6L3 ft. I Sail Annlicatinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 04 7.5Y 2.4 _ lg .5b' W fr &v ivcr& L7 l• ' -Ib 511 ti/q — f S m SbK m 0.7 1• 14-z5 ?.5YP b s m- nn r - h• 7 /• 3- St YK51 r_i Boring ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in.! elev. ft. I Soil Anniiratinn Rata Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Etf#1 *Eff#2 II Boring # ❑ Boring ❑ Pit Ground surface etev. ft. Depth to limiting factor in.! elev. ft. I Sall Anoticatlon Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Efi#1 *Eff#2 * Effluent #1 = BOD > 30 S 220 mglL and TSS > 30 5150 mglL * Effluent #2 = BOO. 30 mg!L and TSS s 30 mglL D L mi 1111 FEB 212025 Bayfield Co. Zoning Dept. Plot Plan °' • ; r. PROPER OWNER: LRbA A I" --40 IT. (except where noted) Legal Descriptionj?- 1I1 (d'DV'T.' 1st 1, S P 3N, .`$'J' J t6tln) o = badthoe pit $4YP/E Ge 6(A1TYJ I/I' I' A& D3V /0 52� 7 a / ciw-s satrr gjqb North b 1�' k 4 �aw �www+iaw�• i FEB fD1Dfl 1111 212025 Bayfield Co. Zoning Dept. c �r-?GL1G`JdC� i i I LlfAi1J4)4WWU i QII1173� i Namakaoori , k ..a t if WiWonsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way Madison, WI S3705 March 12, 2025 CUST ID NO.: 224832 MARY JO HUPPERT 25720 FIREFLY LANE WEBSTER, WI 54893 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/12/2027 MUNICIPALITY: TOWN OF NAMAKAGON BAYFIELD COUNTY SITE: LINDA A. KRAFT 44945 BEAR POINT ROAD CABLE, WI 54821 GOVT. LOT 1, S09, T43N, R06W FOR: Design Wastewater Flow Value: 450 Bedrooms: 3 Limiting Factor(s): 22 inches Maintenance Required: Effluent Filter MAR 1 b 2015 Baylielci Co. Zoning Dept. . Phone: 608-266-2112 Web: httn:'/ds 2s-wi.nov Email: dsps(cuwisconsin.tov Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-032500298-C Application No.: DIS-022507255 Site ID No.: SIT -141681 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 Eljen GSF Mound in a Box Component Manual - Revised 10/1/2021 Pressure Distribution Component Manual - Version 2.1 (May 2022-2027) SITE REQUIREMENTS • A full size copy of the approved plans, specifications, and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the approved plans, and the "Eljen GSF Mound in a Box Component Manual for POWTS (Version 10/1/2021). • The pressure network is to be constructed in accordance with publications "Pressure Distribution Component Manual for POWTS (Version 2.1); (May 2022-2027)" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81)". • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Prior to the construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a '/4 -inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions o€ Sec. 145.20(2)(d), Wis. Stats. o A state -approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 (�' • Insulate building sewer beyond 30 feet per SPS 382.30 (1 1)(c) U� 1! !!�' �::} li ► �(' , • Well setbacks to meet chs. NR 811 & 812 1 - // / MAR82025 1 • Tank Installation to follow all manufacturer's requirements. • Verify property line(s) prior to installation. I3ayheld Co. Lon t icy Cept. o Pump Floats to be set and verified per the approved plan. • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area. o Ensure the existing holding tank to be used as a combination tank is watertight, structurally sound and baffles are in place. Any changes made to the tank must be approved by the manufacturer. A tank inspection may need to be completed and filed prior to issuance of the sanitary permit. • Provide surface water diversion around the treatment tanks and mound dispersal component. • All SPS 383.43-1 and WDNR setbacks must be met. OWNER RESPONSIBILITIES • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval and Wis. Admin. Code § SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this letterhead. Sincerely, Timothy Zoromski Division of Industry Services Phone: Email: timothy.zoromski@wisconsin.gov Fee Required: $250.00 Fee Received: $250.00 Balance Due: $0.00 Refund Expected: $0.00 • 1D, j; GSF WI MOUND IN A BOX DESIGN PROGRAM �J MAR 182025 INDEX AND TITLE PAGE �a �'�'� r V o. Zoning Uep Project Name: LINDA A. KRAFT _ Owner's Name: (SAME) Owner's Address: 44945 BEAR POINT ROAD CABLE, WI 54821 Legal Description: GOVT. LOT 1, S09, T43N, R06W Township: NAMAKAGON County: BAYFIELD Subdivision Name: NA Lot Number. NA Block Number NA Parcel I.D. Number. 045 20 630 7000 Plan Transaction No.: • J. Page 1 Index and title Page 2 Data entry • Page 3 GSF mound drawings Page 4 Lateral and dose tank - Page 5 Distribution media Page 6 System maintenance specifications Page 7 Management and contingency plan Page 8 Pump curve and specifications Page 9 Plot plan AND Page 9a Aerial Page 10 Soil test pg 1 -- Page 11 Soil test pg 2 _:.:.,..:►,:,, Page 12 Sal test pg 3 - r0T,}L.."' S Designer. MARY JO HUPPERT License Number: 1859 - 007 Date: 2I18/205 Phone Number 715 - 426 -1775 Signature: /1 /E/'>i1,/ Designed Pursuant to the OC1-, Zp2' GSF Mound in a Box Component Manual (N. 01/19), and SSWMP Publication 9.6 Design Pressure Distribution Networks for STSAS (01181) (MAY Lam' zo7) GSF Mound in a Box Version 2.11 Page 1 of 11. Conditionally APPROVED DEPT. OF SAFETY AND. PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES Project: GSF WI MOUND IN A BOX DESIGN PROGRAM DATA ENTRY Site Information R Residential or Commercial Design 450 Design Flow (gpd) 0.5% Site Slope (%) 98.50 Installation Contour Line Elevation (ft) 22 Depth to Limiting Factor (in) 1.6 In -Situ Soil Application Rate (gpd/ft2) EFF #2 Distribution Cell Information B43 Unit Used 8 Cell Width (ft) 3, 4, 5, 6, 8, 9 or 10 2.0 Dispersal Cell Design Loading Rate (gpd/ft2) 2 Influent Wastewater Quality MAR 182025 l..: Beyfield Cc, Zoning Dep?. 3 INumber of Bedrooms (optional) 55.00 IContour Length Available (ft) 33 1= Dispersal Cell Length (ft) Are the laterals the highest point in the distribution I Y Pressure Distribution Information network? Enter Y or N E° Center, End, No Manifold (Pump to Gravity), or Gravity (No Pump) 4 Lateral Spacing If N above, enter the elevation (ft) 2 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) (e.g. 0.25) 1.5 Estimated Orifice Spacing (ft) = 6.29 Ift2Iorifice 2 Forcemain Diameter (in) 70 -46- Forcemain Length (ft) Does the forcemain drain back? I Y I 89 Inside Pump Tank Elevation (ft) 3.25 System Head (ft) x 1.3 11.41 *56 Forcemain Drainback (gal) 10.25 Vertical Lift (ft) 28.08 5x Void Volume (gal) 0.76 Friction Loss (ft) 39.49 3&58 Minimum Dose Volume (gal) 0.5 Add'l Fitting Friction Loss (ft) I 27.53 System Demand (gpm) 14.76 Total Dynamic Head (ft) Lateral Diameter Selection in. diam. options choice 0.75 1.00 1.25 x 1.50 x x 2.00 x 3.00 x Septic Tank Information 12501 Septic Tank Capacity (gal) Rasmussen IManufacturer Dose Tank Information 758.25 X59 Dose Tank Capacity (gal) 16.85--2 Dose Tank Volume (gal/in) Rasmussen IManufacturer LINDA A. KRAFT Per Designer the Rasmussen tank has a 45" liquid level and 16.85 gpi. Manifold Diameter Selection in. dia. options choice 1.25 x 1.50 x x 2.00 3.00 Gallons/Inch Calculator Total Tank Capacity (gal) Total Working Liquid Depth (in) gal/in Effluent Filter Information ORENCO J Filter Manufacturer FT0822 IFilter Model Number Page 2 of 11 GSF WI MOUND IN A BOX DESIGN PROGRAM GSF MOUND DRAWINGS Mound Plan View MAR 18 ZQ?5 tI Bayflelo Cu Zoning DEC'' Mound Component Dimensions 1n H D 14.00 n G 10.50 ft J 0 26 ft W 8.52 ft 264.00 (ft2) Dispersal Cell Area 272.63 (ft2) Basal Area Available 13.64 (gpd/ft) Linear Loading Rate 3.30 (ft) 1/10 B Obs. Pipe Placement 101.25 (TV Finished ii.w+.t. i`iwi+++i3* +`+`+` $' Grade G i 2Q 100.25 (ft) 99.67 (ft) ' 4t ' _ ; Dispersal Cell :�„ Lateral Invert Dispersal Cell illal l;jrr=; Elevation .��...::;:gugN.p11�4 r s s Elevation ''3': Contour 98.50 (ft) ................................ Elevation 0.5% Site Slope 1 Shading Key °mt Topsoil Cap m a Typical Dispersal Cell See Page 5 2 Subsoil Cap o 2 ft Geotextile 3 ASTM C33 Sand w ° Fabric —> 4 Tilled Layer v 2 F 5 d GSF MediaH 6 Outer Structure v o 0.5 ft L j A See details on page 4 for number, size and spacing of laterals. Laterals are located in the 4" gravity distribution pipes as shown on page 5. Project: LINDA A. KRAFT Page 3 of 11 GSF WI MOUND IN A BOX DESIGN PROGRAM LATERAL AND DOSE TANK End Connection Lateral Layout Diagram Place Appropriate Lateral Diagram From Right Below • =Tun & vdbell valve or did plug - ' -Z.'•1st on ifioe located at Z I- X Orriifioes point up except every 5th one points down for drainage. ---Edge of dstribution cell 1 Faroe mein coruedicn via tee or cross to rrerifdd at any point Laterals &fame mein of PVC Sch 40 i -Al laterals idertcal with orrfice equally spaced. '(per O0M (Table 384.30-5) ---ieof distribution cef) Numbers of Laterals 2.00 Orifice Diameter 0.19 in Lateral Diameter 1.50 in Orifice Spacing (X) 1.53 ft Lateral Length (P) 30.60 ft Orifices per Lateral 21.00 Lateral End (Z) 0.70 ft Orifice Density 6.29 ft2/orifice Lateral Spacing (S) 4.00 ft Manifold Length 4.00 ft Lateral Flow Rate 13.76 gpm Manifold Diameter 1.50 In System Flow Rate 27.53 gpm Forcemain Velocity 2.81 ft/sec 30.6 Pump Off Height 12 in Dose Tank Information Elects c ! as per NEC and Conm 16.28 N Tank component is properly vented Rasmussen Capacity -;9Volume *fr.13 Manufacturer $ 3ailons 758.25 A ;al/inch 16.85 B Gallons 498:74 471.8c 32.24 33.7 >_ Dimension Inches A 28 39:3�� B 2.00 C 3- 38-58 D 12.00 193.44 Total 463 759:99 Alarm Manufacturer Alarm Model Number Pump Manufacturer Pump Model Number Pump Must Delivery Project: LINDA A. KRAFT 202.2 45" 755.25 ! L Mn. 3'Bedding under tank Loc dng coverwitti warning bbd and locking device, and sealed watertight 4 in. •min. Alternate outlet location SJE RHOMBUS AB TANK ALERT ZOELLER 98 27.53 gpm at I 14.76 ft JJ) [) �1► MAR 1 8 2025 Hayfield Co. Zoning Uep Forcerrdn diameter 2 in Weep hole or anti -siphon device Pump off elevation ( t) 90 Dose tank elevation (It) 89 TDH Page 4 of 11 Per Designer the existing Rasmussen tank has a 45" liquid level and 16.85 gpi. GSF Wl MOUND IN A BOX DESIGN PROGRAM DISTRIBUTION MEDIA GSF Distribution Cell Media Layout 8 Cell Width (ft) I Sidewall to Lateral (ft) Distribution Cell Cross-section Arrangements Drag appropriate drawing to space below. ent Leeend aASTM C33 Sand/Mound Sand A42 or B43 Module Lateral Turn -up (contained in Turn -up Enclosure) Distribution Cell Plan View Layout - Typical 8 Cell Width - A (ft) 33.00 ICell Length - B (ft) 8 B43 Modules Required per Row 16 843 Total Modules Required I MAR 18 2025 L'' Bayed Co. oning Jep . Project: LINDA A. KRAFT Page 5 of 12 •,._ GSF WI MOUND IN A BOX DESIGN PROGRAM SYSTEM MAINTENANCE SPECIFICATIONS i� MAR 15 L0Z5 L. Mound System Maintenance and Operation Specifications Service Provider's Name RED'S SEPTIC SERVICE Phone POWTS Regulator's Name BAYFIELD COUNTY ZONING Phone System Flow and Load Parameters HHa4[iefci Cu. %onintj UUep` 715 -934-9412 715-373-6138 Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BODS 30 mg/L Septic Tank Capacity 1250 gal Maximum TSS 30 mg/L Soil Absorption Component Size 264 ft2 Maximum FOG 10 mg/L Maximum Fecal Coliform 10E4 cfu/100 ml Septic and Pump TanH Effluent Filtei Pump and Controls Alarm Pressure Systerr Mounc Othei Service Frequency Inspect and/or service once every 3 years Should inspect and clean at least once every 3 years Test once every 3 years Should test monthly Laterals should be flushed and pressure tested every 1.5 years Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to the standards, have a watertight cap, and are secured in a as shown in the Eljen mound component manual. 2. Dispersal cell media conforms to Eljen products approved for use with the Eljen Mound Component Manual approved August 2016. Eljen media is covered with the manufacturers geotextile fabric. 3. All gravity and pressure piping materials conform the requirements in the state code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail 6-8" DIAMETER LAW SPRINKLER HNSFED G A — — — — LATERAL E NDSAT LAST 4" PERFORATED PIPE ORIRCEVN- VARIABLE 4" LE NG I CLEANOUT BEGINS - -- DISTR IBLMON LATERAL LONG SWEEP 90 OR TVK? 45 DEGREE BENDS SAME DIAMETER AS LATERAL Project: LINDA A. KRAFT Page 6 of=12 GSF WI MOUND IN A BOX DESIGN PROGRAM • MANAGEMENT AND CONTINGENCY PLAN l(J! �, . t1r, , , ?+ 1Er Mound System Management Plan MAR 18 2025 General yfiel This system shall be operated in accordance with SPS 82-84 Wis. Adm. Code, and shall maintained in accordance - C. --a��f ''.oninq Uepi with its' component manuals Eljen Mound Component manual August 2016 and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8 - inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October -February) dictate that the mound be heavily mulched as protection from freezing. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: LINDA A. KRAFT Page 7 of=12 1 1/2-11 1/2 NPT 16 taooEt. 98 so CIC1E Fat Cawtmr uet UW- s n to Jo P 1t 39 is a IA A p it L lei tlanc ]S CONSULT FACTORY FOR SPECIAL APPLICATIONS Elaciical abwnabrs, for dttpiaoc syslrns, are sv- -We and • variaeie lewd Uoat swwttiwes as available for oa*mklg Irw4e wlppiad wt an elan. and flee phase sysre n. tMedwarticel aNanalms, for duplex sys*KM are available • Darbla piggyback variable lewd float swltdtes as available with or wikroid dam swikit for varmble level kxg eyde oariols. Ck.,.warri alt m ' -is - Weioht 39 lbs. — Va H.P. satalla CotatW safsJba Iedd V4184h Ilra 115 I tarla7 — IS 115 1 94 M=NM4.7 2 2&G 3a445 DOS DOS 20 7 1a1a7E 7911 1 2a246 3v4a5 biwafoaaadisdbdrR ibcrd�aIt. .V,idb L"dai&so rgJ:Briidriltnti .Arl�lishmaW�r RA�c5silb4t�. lbphwQwplwPtmoelt+d. f►N51kArm9plas. FwlT.4. 38EC N)N GUIDE 1. Ysvdaerme--12p0l& I .L -j LnosestrcotrclaJSad. 2. shmwaM' * vsbbbtavwraoatatddt atbtthra pkmb.ct _sbbb ww"l IoatwtlaL FWM IRFUM77. a eaarJsniuralmtsra 14W72or 10.w5. 4 sonRp712. rorwwtatttatbid Badtic7l Aiatsbr. 5. Ctawot ttath 10 W25 nod a a tsncl aitsaer,1pecwy d.�bi (3) a (4) s rm(4)hda lr+dSFS roraaWadtometaamawiad•ln mW4 act sapamlm41aQ0W- 7. Tao (2) hob J-Pah, W eealet 10 mtabctbn a ttpwtx. GAU11ON AN itstaaation of cmdtols. protection devices and t.ltitrg should be tee by a qdW Wd Iansedelechidan. AN ekchicalaid safa(y codes simWdbe follcmdwdmb9 die most scent National Etechic Code (NEC) and the Otxupatiomt Safety and Health Act (OSHA). RES iiRJE POWERED DSiGhi For L nnual conditions a reserve safety factor is ergirieered into the design of every Zoeller pump. �Y.Rt pa BQ 4W©ar roaw.fsa . - F -'xr.i SASS S A.pylwtt sa..t:caww a MflW S. - ' - Rayo1 i D Plot Plan P OWNER: ! PROPERTY 9 •f/ 1 182025 avlieic Lt) %.onnq uep Legal Description: . h' &DVr Le -t I S 0 1113J4tt ebb totA) & YP1ELD Ga I4Afl . D3 ID 52? O I 9'M*5 P.EA Pcav'r RMb II Per Desgor the existing 1250/750 Rasmussen holding tank to be •doy 4 to a combination septic! wmp tank. I ' d � convedod Also per the Designer the Rasmussen tank has a /� d5'tepid teed and ,6.85gpi. O N tPDfJ ite location: e5017[3 X73 so r = FT. (except where noted) i,�,rG10 A .'w ii; MAR 82025 'h !n Co.f_omnq Dept.. Bayfield County, WI tir a/f1 r ^ IUJI, ABM p ' I .l D 31 L $.;z /1:IL Zoromski, Timothy - DSPS (Tim) From: Mary Jo Huppert <hollisterdesign@outlook.com> Sent: Wednesday, March 5, 2025 4:04 PM To: Zoromski, Timothy - DSPS (Tim) Subject: Re: LINDA A. KRAFT hI MAP Hello Tim I talked to the plumber and it is a 0 percent slope across the system. I will add 2 ft to the width!!! Box to be built out of 6 x 6 beams with 3" insulation of foam material (yes they make 3" now) with 20m1 plastic Liner. Thanks and let me know if you have any questions!!! Mary Jo Get Quttook orAndroid_ From: Timothy Zoromski <timothy.zoromski@wisconsin.gov> Sent: Wednesday, March 5, 2025 8:21:34 AM To: hollisterdesign@outlook.com <hollisterdesign@outlook.com> Subject: LINDA A. KRAFT Mary Jo, In regards to the Linda Kraft Mound in a Box plan review. 1) The system should be designed at 1% not 0% as submitted. 2) Please indicate the materials you are planning to construct with. This includes the box, insulation and milvalue of liner. We just want to make sure it matches Table 3 in the Mound in a Box Component Manual. This information can be sent back to this email address. Thank you, Tim Zoromski Zoromski, Timothy - DSPS (Tim) From: Mary Jo Huppert <hollisterdesign@outlook.com> Sent: Saturday, March 8, 2025 1:08 PM To: Zoromski, Timothy - DSPS (Tim) Subject: KRAFT REVISIONS iMk 0 cUC� Attachments: Kraft rev design and soil test.pdf Hi Tim, Here's the revisions I made to 0.5% slope. It is a 0.33% Thanks! and let me know if you need anything else. Mary Jo 1 Zoromski, Timothy - DSPS (Tim) From: Mary Jo Huppert <hollisterdesign@outlook.com> Sent: Monday, March 10, 2025 1:18 PM To: Zoromski, Timothy - DSPS (Tim) Subject: Kraft MAR 82 025 L: ��aylielt+ Co Lonmg Ve n Hi Tim The plumber that worked for Rasmussen said the tank was the same as the Huffcutt 1250/750. The same mold was used. Its 10 gallons more because of the placement of the hole (?) was off. So 45" and 16.85 gpi. Hope that is what you need. Thanks, Mary Jo 1 ¢i1V y. 0051 Department of Safety County S_ ss J `j1 & Professional Services, Sanitary Permit 1 umber (to be filled in by Co.) �t /;' Industry Se 'e ,s Division Sanitary Permit Application gavnum ui>aaJTZMiactt;iun:Numbcr MAR 1 In accordance with SPS 38321(2), Wis. Adm. Code, submission of this form to the a m 8 0%� -9g�PPmp as" a is required prior to obtaining a sanitary permit. Note; Application forms for-owae¢,pp submitted to the Department of Safety and Professional Services. Personal information Project Address (if diH'erent than mailing address) u pro purposes in accordance with the Privacy Law, s 15.04(i)(m), Stats. I. Application Information — Please Print All Information Property Owner's Name L' Kra o #Tax ro- Property Owner's Mailing Address uLi Sits m Property Locati r Govt i.ot_ I City, State Zip Code Phone Number [�l u- r 5(l£s� r - 7 =ass % section 0 IL Type of Banding (check all that apply) Lot # r ` T 7 N R 2l0 E VI or2 Family Dwelling — Number ofBedrooms _ . or Subdivision Name ❑ Public/Commercial — Describe Usc Block # ❑ Cityof ❑State Owned —Describe Use CSM Number O Village of Town of "ezn J IR. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one bor on line B. Complete Hue C i a Iicable A. ❑ New System Replacement System ❑ Other Modification to ExistingSystem (explain) a lab) ❑ Additional Pretreatment Unit xP (explain) ❑ Holding Tank 0 In -Ground ❑ At -Grade found ❑ Individual Site Design ❑ Other Type (plain) (conventional) C. ❑ Renewal Before 0 Revision ❑ Change of Plumber ❑ Transfer to New Owner List Previous Permit Numberand Date Issued Expiration iV. Dispersalff reatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/st) Dispersal Area Required (st) Dispersal Area Proposed (sf) System Elevation (YI 90 I was a0 g Cons Total #of Manufacturer Tank Information Gall Gallons Units j = � New Tanks Existing Tanks a c Um T, w m i U rn u iZo E Septic or Holding Tank I Posing Chamber I / 5— .� 160 y V. Responsibility Statement— I, the undersigned, assume responsibility for Installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's signature MP/MPRS Number Business Phone Number --_—_ / Plumb s Address (Street, City, Sate, Zip Code) /0571 N c- /zei. t4aItoja,,jz tOt S VL County/Department use Only Approved ❑ Disapproved Permit Fee Flssued Issuing Agent S ❑ Owner Giveu Reason for Denial J IN 00.00$ Conditions of Approval/Reasons for Disapproval _ ^ - Attach to complete Mans for the aretem .na.,,a...e. e... --r.,__... e -v ••-� ._.. '.'.�.� o p:. It mcnevn srzc SBD-639a (R. 03/22) r Uee Sr SR -0c20 ( i, I I!1 L` I,,l '' Wisconsin Department of Safety& Professional Services II II FEB 2 1 2025 �J Page 1 of Al TI O Division of Industry Services SOIL EVALUATION REP6RTIr-I J Dept. J Zoning Uc �t In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include. but not limited to vertical and horizontal reference point (BM), direction and percent slope. Parcel I.D. TAX I P: A"4,1 scale or dimensions, north arrow, and location and distance to nearest road. 0 '34 I 0 57- 0 7DOD Please print all information. Revie d by Date II Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04(1)(m)).,J ( )�1.. I Property Owner I Property Location ❑ 1--. i,a r A. KRAFT Govt. Lot 1— '/ -- ''A S 09 T 45 N R O b d W Property Owners Mailing Address Site Address or CSM and Lot #: '-1q4"5 PSbAR POINT ROAD £sAnna) City. State, Zip Phone Number U City U Village J Town Nearest RoaLj r-ARLIR. (ALE 54lvl BZI (z) z75 -Q888 /V!AMAka!goI I3EAK rolpr ROAD ❑ NewConstruction Use: Residential/Numberorbedrooms .5 Code deriveddesignlowrate 5'X9 GPD 5a Replacement ❑ Public or commercial —Describe: Flood Plan elevation if applicable NA ft. Parent material AVD'{ (oc C. woe} t; 11 61 General comments and recommendations: N�OU.ND r,�(S(g1 GF.DMAT 1-6 LR — W(DIMiD-JM-q-(i6K " "�"� Boring # ❑Boring Pit Ground surface elev'• 7; 8. Depth to limiting factor __in. / elev.�•9Z ft. 1.85{.}. Soil Soil Aool Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPO/Ft' •Elf#1 Eff#2 ( D9 1 SVR2.5I — IS Lntswc W r a.s _m D.7 1.1+ Z V-15 541244 — is bK nvfr e/ D•7 I -Iv 3 15-22 7.5Y "1 -" 1s IM- 5bK a.la t -T D.-1 14 q z2-30 Vrn/4 zf 5%)Ksb 51 on. r — U __ sw* s Boring Boring # iPit Ground surface elev.C•yp ft. Depth to limiting factor 2i in. / elev.y6r10 ft. z.00fF• Soil Anolieation Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eif#1 -Eff#2 t 0-7 7.5YRz.sl Is Zm5bl( yh r aS 1 -m 0.7 1•b Z 7-19 7.948 " V is lc.bN r AW --F O.'1 1.10 3 /H -z 7.svx Ib Ig te..gbK y r tJ f ,'7 1.b H -7R 5ygyl C&R I OM rn{r Z e,a WI CST Name (Please Print) ISignet i CST Number MARY JO HUPPERT (Hollister's Soil Testing & De ign) 048900002 -SP Address I Date Evaluation Conductedr� Telephone Number 25720 Firefly Lane, Webster, WI 54893 11- 2.ilz-7 -SEffluent #1 = BOD >30S220 mg/I. and TSS > 30 Si 50 mg!L ' Effluent #2 = BOD. s 30 mg/I. and TSS s 30mg/L S So • c o 3I 12I ZS RAN SBD-8330 (R03122) v`°���°�'`• Wisconsin Department of Safety & Professional Services FEB 212025 Page 1 of - 1 f Industry Services 1=r=• ' SOIL EVALUATION REPd13feld Co. Zoning Dept In accordance with SPS 385, Ws. Adm. Code County .JA IEI D Attach complete site paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. 1AX I D: Z 61 scale or dimensions, north arrow, and location and distance to nearest road. 0 3 4 1 0 52 0 7040 Please print all information. Reviewed by I Date rsonal information you provide may be used for secondary purposes (Privacy Law, a. 15.04(1)(m)). Property Owner Property Location u IN _ . KRAFT GovL Lot I —V4 —+ Y. S 09 T41! N R 019 E{er) W Property Owner's Mailing Address Site Address or CSM and Lot #: '-i4q S f5EI Po1NT ROAD (SAMI) City, State, Zip Phone Number ❑ City ❑ Village ® Town Nearest Roan, IMRLE. IW IS 5492.1 (1012) 275_ qn8 NAM kk4e.od s0FR I'DINT ROAD ❑NewConstnrction Use: Residential/ Numberof bedrooms3 Code deriveddesignfowrate $59 GPO 0Replacement Public or commercial — Describe: Flood Plan elevation if applicable NA ft. Parent material SI )O { i o_fi;11 t [ General comments and recommendations: AND 9 sfi8r\ - 14 GSD0AAT — LA — VKD IAARD — tN—A-156X " ' Boring# ❑Boring Pit Ground surface elev U.7S ft. Depth to limiting factor ZZ in. / elev. ft. Soil Aoolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 -Eff#1 •Eff#2 0-1 %SY2Z. I Is Ztwtht vn r m D.7 1.4 2. 8-15 54tt44 — Is Intswc hwfr psi 4..f D•7 1-4 3 (5-22 7.5Y 41 — Is tmasbK a -W tvft D.-1 1.% )2-30 v/ '4 5wKsb sl 6n. — U 0.6 S y Boring Boring # ' Pit Ground surface elev.%80 ft. Depth to limiting factor__in. / elev.%. /0 ft. a.tlaRR• Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftz 'Eff#I -Et1#2 0-1 7.5Ykz,61 IS ZMsbl< ^ r ' 1 _m 0.7 /.b Z- 7-14 7.9`kt44 — Is tc.sbK ntfr AW tf4 p. -I 3 /'1-z 7.5VR"/b — Is 1 ( r t,) f p.7 /,to - 7A 5YK'i/ CZ 'S4/L I M rnfr 0.6 CST Name (Please Print) I I CST Number MARY JO HUPPERT (Hollister's Soil Testing &Deign) 048900002 -SP Address I Date Evaluation Conducted Telephone Number 25720 Firefly Lane, Webster, WI 54893 u / I- Z.02-'i -S' Effluent #1 = BOD > 30 s 220 mglL and TSS > 30 5150 mg/L - Effluent #2 = BOD, s 30 mg/L and TSS s 30 mglL SBD-8330 (R03/22) LINDA A KRA T ❑ Boring Boring # g Pit Page z of 44 Ground surface eiev.9N 5 ft. Depth to limiting factor Z3 in.! elev.9/443 ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' 'Eff#1 'Eff#2 04 7.5Y Z..s I9 4nahK wkTfr 1. g-Ib 5Y "/y 15 Rmsbic rn r 0.7 b -z3 7.5Yb s m wvofr gw Iv1 0.7 ile `( n.. 3I 5YK+ CL RS r - - .2 D.6 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. SoilAnnl Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe 'Ef 1 'Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/F12 •Eff#t •Eff#2 Effluent#1 = BOD'305220 mg/L and TSS>305150 mg/L ' Effluent #2= BOO, 530mg/L and TSS530mg/L 1111 FEB 212025 Bavfield Go. Zoning Dept. Plot Plan I ` PROPERTY OWNER LIN A Kr Legal Description: P0t. Ire) &'BVT L6t 4 5Q' N3NSz Bb1WJ 1 W& pF nf�.nrnve( $RYFI&GD CntArVi (4jJSCDNsuJ• , 03tJ /d 5207 Ot / IYIV955 I3&P nr g b 54/ NFdKk&o" .. LAKe Site location: liii FEB 21 2025 BUJ Bayfield Co. Zoning Dept. Page 3°1 50 17= 49 FT. (except where noted) Q = backhoe pit I.'1OD Acs �' s1 _`L7___ sgIPJ.' -,.... _ t... u:-syj' t' Tax ID# 0 Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way Madison, WI 53705 March 12, 2025 CUST ID NO.: 224832 MARY JO HUPPERT 25720 FIREFLY LANE WEBSTER, WI 54893 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/12/2027 MUNICIPALITY: TOWN OF NAMAKAGON BAYFIELD COUNTY SITE: LINDA A. KRAFT 44945 BEAR POINT ROAD CABLE, WI 54821 GOVT. LOT 1, 509, T43N, R06W FOR: Design Wastewater Flow Value: 450 Bedrooms: 3 Limiting Factor(s): 22 inches Maintenance Required: Effluent Filter \jep ARTAIf;i.T �'"M MAR 1 8 2025 D Bayfield Co. Zoning Phone:608-266-2112 Web: httn://dsps.wi.gov Email: dsps(diwisconsin.eov Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-032500298-C Application No.: DIS-022507255 Site ID No.: SIT -141681 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 Eljen GSF Mound in a Box Component Manual - Revised 10/1/2021 Pressure Distribution Component Manual - Version 2.1 (May 2022-2027) SITE REQUIREMENTS • A full size copy of the approved plans, specifications, and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: This system is to be constructed and located in accordance with the approved plans, and the "Eljen GSF Mound in a Box Component Manual for POWTS (Version 10/1/2021). • The pressure network is to be constructed in accordance with publications "Pressure Distribution Component Manual for POWTS (Version 2.1); (May 2022-2027)" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81)". • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. /• Prior to the construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a'/a-inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state -approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (I 1)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacturer's requirements. • Verify property line(s) prior to installation. Bayfield Co. Zoning Dept. • Pump Floats to be set and verified per the approved plan. • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area. • Ensure the existing holding tank to be used as a combination tank is watertight, structurally sound and baffles are in place. Any changes made to the tank must be approved by the manufacturer. A tank inspection may need to be completed and filed prior to issuance of the sanitary permit. • Provide surface water diversion around the treatment tanks and mound dispersal component. 1111 MAR 1 8 2025 f,J • All SPS 383.43-1 and WDNR setbacks must be met. OWNER RESPONSIBILITIES • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval and Wis. Admin. Code & SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this letterhead. Sincerely, Timothy Zoromski Division of Industry Services Phone: Email: timothy.zoromski@wisconsin.gov Fee Required: $250.00 Fee Received: $250.00 Balance Due: $0.00 Refund Expected: $0.00 GSF W1 MOUND IN A BOX DESIGN PROGRAM 1111 MAR 1 8 2025 INDEX AND TITLE PAGE Bayfield Co. Zoning Dept. Project Name: LINDA A. KRAFT Owner's Name: (SAME) Owner's Address: 44945 BEAR POINT ROAD CABLE, WI 54821 Legal Description: GOVT. LOT 1. 509. T43N, R06W Township: NAMAKAGON County: BAYFIELD Subdivision Name: NA Lot Number: NA Block Number: NA Parcel I.D. Number 045 20 630 7000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 GSF mound drawings Page 4 Lateral and dose tank Page 5 Distribution media Page 6 System maintenance specifications Page 7 Management and contingency plan Page 8 Pump curve and specifications Paoe 9 Plot Dlan AND Paoe 9a Aerial 1 � Ps1d65 -TO SAC 'I - Designer. MARY JO HUPPERT License Number: 1859 -007 Date: 2/18/2045 Phone Number: 715-426 - 1775 Signature: '7 / ;l iiCG (- Designed Pursuant to the OCT ZA2r GSF Mound in a Box Component Manual (N. 01/19), and SSWMP Publication 9.6 Design Pressure Distribution Networks for STSAS (01/81)(MflM LOu- 20 7.7) GSF Mound in a Box Version 2.11 Page 1 of 11. Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES GSF WI MOUND IN A BOX DESIGN PROGRAM DATA ENTRY Site Information R Residential or Commercial Design 450 Design Flow (gpd) 0.5% Site Slope (%) 98.50 Installation Contour Line Elevation (ft) 22 Depth to Limiting Factor (in) 1.6 In -Situ Soil Application Rate (gpd/ft2) EFF #2 Distribution Cell Information B43 Unit Used 8 Cell Width (ft) 3,4,5,6,8,9 or 10 2.0 Dispersal Cell Design Loading Rate (gpd/ft2) 2 Influent Wastewater Quality Distribution Information fill ECE�V�0 MAR 1 8 2025 Bayfield Co. Zoning Dept. 0 Number of Bedrooms (optional) 55.00 Contour Length Available (ft) 33 1= Dispersal Cell Length (ft) Are the laterals the highest point in the distribution Y network? Enter Y or N E Center, End, No Manifold (Pump to Gravity), or Gravity (No Pump) 4 Lateral Spacing If N above, enter the elevation (ft) 2 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) (e.g. 0.25) 1.5 Estimated Orifice Spacing (ft) =I 6.29 ft2/orifice 2 Forcemain Diameter (in) 70 -46-Forcemain Length (ft) Does the forcemain drain back? Y 89 Inside Pump Tank Elevation (ft) 3.25 System Head (ft) x 1.3 11.41 ₹:50 Forcemain Drainback (gal) 10.25 Vertical Lift (ft) 28.08 5x Void Volume (gal) 0.76 Friction Loss (ft) 39.49 35-58 Minimum Dose Volume (gal) 0.5 Add'; Fitting Friction Loss (ft) 27.53 System Demand (gpm) 14.76 Total Dynamic Head (ft) Lateral Diameter Selection in. diam. options choice 0.75 1.00 1.25 x 1.50 x x 2.00 x 3.00 x Septic Tank Information 1250 Septic Tank Capacity (gal) Rasmussen Manufacturer Dose Tank Information 758.25 460 Dose Tank Capacity (gal) 16.85-1.x12 Dose Tank Volume (gal/in) Rasmussen Manufacturer Project: LINDA A. KRAFT Per Designer the Rasmussen tank has a 45" liquid level and 16.85 gpi. Manifold Diameter Selection in. dia. options choice 1.25 x 1.50 x x 2.00 3.00 Gallons/Inch Calculator Total Tank Capacng (gal) De Total Working Liquid Depth (in) gal/in Effluent Filter Information ORENCO Filter Manufacturer FT0822 Filter Model Number Page 2 of 11 GSF WI MOUND IN A BOX DESIGN PROGRAM GSF MOUND DRAWINGS Mound Plan View MAR 182075 Bayfield Co. Zoning Dept Mound Component Dimensions 1 D 14.00 in G 33.00ff F_7.00 in I 34.00 0.50 ft 0 26 ft W ft 264.00 (ft2) Dispersal Cell Area 272.63 (ft2) Basal Area Available 13.64 (gpd/ft) Linear Loading Rate 3.30 (ft) 1/10 B Obs. Pipe Placement Grade 99.67 (ft) Dispersal Cell 100.25 (ft) Lateral Invert Elevation Elevation ::s!1!:: ,:�:!�y�! � :,, •°:€ >:.,:. Contour 98.50 (ft) Elevation 0.5% Site Slope Shading Key 1 t Typical Dispersal Cell 1 •• Topsoil Cap m nI See Page 5 2 Subsoil Cap o a 2 ft Geotextile 3 ASTM C33 Sand y o Fabric —I 4 Tilled Layer Z F 5 GSF Media m 6 Outer Structure l A See details on page 4 for number, size and spacing of laterals. Laterals are located in the 4" gravity distribution pipes as shown on page 5. Project: LINDA A. KRAFT Page 3 of 11 GSF WI MOUND IN A BOX DESIGN PROGRAM LATERAL AND DOSE TANK End Connection Lateral Layout Diagram Place Appropriate Lateral Diagram From Right Below MAR 1 8 2025 Bayfield Co. Zoning Dept. P •=Tum,4Vvilballva%eadmnadplug Z - ' 1st orrifiee located at Z X ' Cuffs part up emept a ery ah ane pit done for dainage. --61ge of dist,ibutien call Farce non crinnectien via tee or aces to manifold at any point Last & farce non of INC Sch 40 All laterals idartid with orrifice equally speoed. (per CCMMTable 384.3)-5) ---Edge of distribution call Numbers of Laterals 2.00 Orifice Diameter Lateral Diameter 1.50 in Orifice Spacing (X) Lateral Length (P) 30.60 ft Orifices per Lateral Lateral End (Z) 0.70 ft Orifice Density Lateral Spacing (S) 4.00 ft Manifold Length Lateral Flow Rate 13.76 gpm Manifold Diameter System Flow Rate 27.53 gpm Forcemain Velocity 30.6 Pump Off Height Dose Tank Information Lccldng wserv.M vaning abed and laleng device, aril Elec4ical as per P6 360 sealed waeEgtd and Come 1628 WCC -i bin nin Afterratsoutlet locatim Tark carrcorait is properly vented Fncert®n d'pn�er 2 in ]Manufacturer $ Gallons 75825 A gal/inch16.E5 a: daic B 471.8! 33.7 1 Punp o8 ele✓aton (it) 50.55 202.2 90 D 45" 758.25 DosetankelevatimM Mn. SBeddng uder tank 891 Rasmussen Capacity �5& Volume 46:42 Dimension Inches Gallons A 28 38,32 "188.74 B 2.00 32,24 C 3.2.₹1 3&,58 D 12.00 193.44 Total 4653 750.00 Alarm Manufacturer SIE RHOMBUS Alarm Model Number AB TANK ALERT Pump Manufacturer ZOELLER Pump Model Number 98 Pump Must Delivery 27.53 jgpm at 14.76 ft Project: LINDA A. KRAFT HIM Page 4 of 11 Per Designer the existing Rasmussen tank has a 45" liquid level and 16.85 gpi. GSF WI MOUND IN A BOX DESIGN PROGRAM DISTRIBUTION MEDIA GSF Distribution Cell Media Layout ®Cell Width (ft) I2 Sidewall to Lateral (ft) Distribution Cell Cross-section Arrangements Drag appropriate drawing to space below. ASTM C33 Sand/Mound Sand A42 or 943 Module Lateral D� Turn -up (contained in Turn -up Enclosure) Distribution Cell Plan View Layout - Typical 8 Cell Width - A (ft) I 33.00 Cell Length - B (ft) 8 B43 Modules Required per Row 16 B43 Total Modules Required IPil MAR 182025 Bayfield Co. Zoning Dept. Project: LINDA A. KRAFT Page 5 of 12 GSF WI MOUND IN A BOX DESIGN PROGRAM SYSTEM MAINTENANCE SPECIFICATIONS R ti MAR 'I 8 Z025 Mound System Maintenance and Operation Specifications Bayfield Co. Zoning DepL Service Provider's Name RED'S SEPTIC SERVICE Phone 715 - 934- 9412 POWTS Regulator's Name BAYFIELD COUNTY ZONING Phone 715-373-6138 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum GODS 30 mg/L Septic Tank Capacity 1250 gal Maximum TSS 30 mg/L Soil Absorption Component Size 264 ftz Maximum FOG 10 mg/L Maximum Fecal Coliform 10E4 cfu/100 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Inspect and/or service once every 3 years Should inspect and clean at least once every 3 years Test once every 3 years Should test monthly Laterals should be flushed and pressure tested every 1.5 years Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to the standards, have a watertight cap, and are secured in a as shown in the Eljen mound component manual. 2. Dispersal cell media conforms to Eljen products approved for use with the Eljen Mound Component Manual approved August 2016. Eljen media is covered with the manufacturers geotextile fabric. 3. All gravity and pressure piping materials conform the requirements in the state code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. _s_ae-rr LATERAL E1`DSAT LAST 4" OPoRCEVN-u EVARLABLE LENGTHCLEANOUT'BEGINS 1 r a Lateral Turn -up Detail 4 IiiLATERAL CLEAP 0 IT Project: LINDA A. KRAFT Page 6 of --12 GSF WI MOUND IN A BOX DESIGN PROGRAM MANAGEMENT AND CONTINGENCY PLAN U D Mound System Management Plan R MAR 1 82025 General This system shall be operated in accordance with SPS 82-84 Wis. Adm. Code, and shall maintained in accordance Bayfield Co. Zoning Dept. with its' component manuals Eljen Mound Component manual August 2016 and SSWMP Publication 9.6(01/81)) and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8 - inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October -February) dictate that the mound be heavily mulched as protection from freezing. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent pending. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: LINDA A. KRAFT Page 7 of=12 is EGflIU MAR "i 82025 Bayfield Co. Zoning Dept. amEa 90 00 CYCLE Feat calms Yalan talon a n .n na p ar 1' oar is n a to are a Li is I— — Sr lrtm '16 CONSULT FACTORY FOR SPECIAL APPLICATIONS Elecirwal allernalora for duplex sy+Ts. are available and - Variable level Soot swill ics are oval" for ofxtYoirg side supplied with an eta m. and fires phase sysmerim Medtaical aMamators. for duplex systens• at available • Double piggy variable level float swikdres at available with or wilout alarm swthe& for variable level bng cyde Datlnls. standard all models - Weioht 39 lbs. -'h H.P. used= Oaerml MINIMUM= YoW van Your flu - IS 115 1 Mb aA l or 1 a 7 — 1ae 115 1 ctn 94 22&5 3a4a5 Dee 790 1 Mb 47 l ar t i 7 — F9Ie 270 1 rIm L7 2w2ie 3or4&S SELECTION GUIDE 1. Yrepa• The o0ard12 Pala mr J icid ailrhroatdemdcaneal naoiiad. 2Sbye PlaYltnwut ateere bad Net ariir i artbntle pMybm*...is a level Nets+uE faro Ro477. 3. e-edassal a6nwr 10.0012 or 10.0075. ♦ See FLWIZ for motbl d redid Artnnnr. 5. Caned aMCi 10-0225 Iesa as a meal adtwr, epacty dwW (3) a (4) t S fl far f4) St J -PS. )rrym ent 0a�lreAi oaasem orwaa6ln .s. a duolm w—' - 1amW - 7. Tenn (2) tole J•Pak, r aabrepli mrna &a. a opera. ttwnou orieieeeioreaairind>leer^iplatrbaf`ierAMirUl+d 8ailat M entaeaeat of comnoe. protectloo dovitas and tang should be done by a qualified p .aiw tceaeds. ICWL Mdectrini and afety codes should he tutu[ d htcb6og (lie most iv*pba9ryaeim*ClertiYlYRMa_doMPW t recut National Electric CS. (NEC) and the Occupational Safety and Heath Act(OSHA). RE::�-iRVE POWERED £ieSiGn For unusual corrdtiorn a reserve safety fatyor is ergireered iftt (he design of every Zoeller pump. aim Pa as r6)B •lslrnig7 7 - ..YesYO_ad.. if Iasir�tRYC1-Trail -av�r�..s.�tsn�,Qy� PUA/P !Q �►'Frr,ee 4: Plot Plan PROPERTY MAR 1 0 Z025 Bayfield Co. Zoning Dept. Legal Description: Pat. IAl &' DV'T Le -t I, $ O' 'r�isN, *:.DM -tow& or nln.,4ve.&1 SAYP!&GD 0L4JV K ,.si usuJ Day tD 5267 OX / 4w45 Peavr FAAD ry Oevgrer me eosbng 12 50(750 R smussec MOing tank to be cannoned to a combinalgn septic/ pump tank Also poi the Designer me Rasmussen lank rasa 45' Igwd level end lees gp.. )4/ tjk ;ite location: I. a S. Page 5of713 50 _ �-}� 1 40 F . (except where noted) a =backhoepft i.14' Adfl s North LI 6/ w Zoromski, Timothy - DSPS (Tim) From: Mary Jo Huppert <hollisterdesign@outlook.com> Sent: Wednesday, March 5, 2025 4:04 PM To: Zoromski, Timothy - DSPS (Tim) Subject Re: LINDA A. KRAFT Hello Tim uurC MAR Bayfield Co Zoc, c I talked to the plumber and it is a 0 percent slope across the system. I will add 2 ft to the width!!! Box to be built out of 6 x 6 beams with 3" insulation of foam material (yes they make 3" now) with 20m1 plastic liner. Thanks and let me know if you have any questions!!! Mary Jo Get Outlook for Android From: Timothy Zoromski <timothy.zoromski@wisconsin.gov> Sent: Wednesday, March 5, 2025 8:21:34 AM To: hollisterdesign@outlook.com <hollisterdesign@outlook.com> Subject: LINDA A. KRAFT Mary Jo, In regards to the Linda Kraft Mound in a Box plan review. 1) The system should be designed at 1% not 0% as submitted. 2) Please indicate the materials you are planning to construct with. This includes the box, insulation and mil value of liner. We just want to make sure it matches Table 3 in the Mound in a Box Component Manual. This information can be sent back to this email address. Thank you, Tim Zoromski Zoromski, Timothy - DSPS (Tim) From: Mary Jo Huppert <hollisterdesign@outlook.com> o nn D Sent: Saturday, March 8, 2025 1:08 PM u u D To: Zoromski, Timothy - DSPS (Tim) 1u Subject: KRAFT REVISIONS MAR 5 Z0Z5 Attachments: Kraft rev design and soil test.pdf Bayfield Co. Zoning Dept. Hi Tim, Here's the revisions I made to 0.5% slope. It is a 0.33% Thanks! and let me know if you need anything else. Mary Jo 1 Zoromski, Timothy - DSPS (Tim) From: Mary Jo Huppert <hollisterdesign@outlook.com> Sent: Monday, March 10, 2025 1:18 PM ��n r� To: Zoromski, Timothy - DSPS (Tim) /5) (( LS I] V 15 Subject: Kraft IIJn(Jl MAR "i 82025 DN: This email originated from outside the organization. Hi Tim The plumber that worked for Rasmussen said the tank was the same as the Huffcutt 1250/750. The same mold was used. Its 10 gallons more because of the placement of the hole (?) was off. So 45" and 16.85 gpi. Hope that is what you need. Thanks, Mary Jo 1 oasts Private Sewage System Maintenance Agreement Li lir As owner, I (we) do hereby certify the private sewage system will be installed in accordance with the certified soil testers report and approved plans and specifications on file with Bayfield County Planning and Zoning Department. The system will be operated in such a manner as to meet the designed plans. I (we) agree to maintain said private system at the below listed location in accordance with rules established in the WI Adm. Code, as from time to time amended. (COMPLETE Legal Is required) 114 of 1/4 Section 09 Township N. Range OW Additional Legal Description: ' / Town of �(MIY,''m (Acreage) / . ^7 Gov't Lot / Lot_ Block Subdivisiorrf i.4*' i2it4 T2."°4 Lot CSM # Vol. _ Page _ CSM Doc # DOCUMENT NUMBER 2025R-607521 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED O5/ 19/2O25 AT 12:4O PM RECORDING FEE: $30.00 PAGES: 2 Return To: Planning and Zoning Department Area ❑ 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 ponding on the ground surface. Mounds At -grade and In -ground Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewater distribution cell component is inspected as provided above. 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. Hayfield 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 prtiRgidq(al b laly. D The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such edy. I(Ji u D Owner(s) Name(s) — Please Print �t 1 t 'bed and sworn to before me on this date: L\Np� 5i o�ba—� Ba eld Co. Notarized Owner(s) — Signature(s) — ry Publt_ \ N�. P� L re Mx. 3Sion B 'res: \- \ W$o_c_Nc s o-- �'9J.'., 5/5 a0C'tttt„ 4 WI r Drafted by: �)(]�(h Y� Date: Proofed by: 1uto Dning Dept. u/forms/sanitary/septicmaintenceagreement Revised July 2020 (I�I�I�II�II II�IIIIII�II�III *20178,56888, State Bar of Wisconsin Form 1-2003 WARRANTY DEED 20178-568 DENISE TARA ICZ Document Number Document Name '(FIELD C Y, WI 1ST F DEEDS THIS DEED, made between GEORGE H. WEILER, III AND SUSAN W. O6/ 011 08:OOAM F PT A: WEILER, HUSBAND AND WIFE, CORDING EE: 30.00 ("Grantor," whether one or more), -- TRANSFER F 975.00 and LINDA A. KRAFT, PAGES: 1 ("Grantee," whether one or more). Grantor, for a valuable consideration, conveys to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in HAYFIELD County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): That part of Government Lot One (1), Section Nine (9), Township Forty-three (43) North, Range Six (6) West, Town of Namakagon, Bayfield County, Wisconsin, described as follows: Commencing at the NE corner of said Government Lot 1, which is also the NE comer of said Section 9; thence West on the North line of Section 9 a distance of 355 feet to an iron pipe for a point of beginning; thence S 28° W., 680 feet, more or less, to the water's edge of Namakagon Lake; thence Northwesterly along the water's edge of said lake 75 feet to -an iron pipe; thence N 26° E, 612 feet more or less to an iron pipe on the North line of Government Lot I that is West and 113.5 feet from the point of beginning; thence East on the North line of Government Lot I which Is also the North line of Section 9 a distance of 113.5 feet to the point of beginning. Area 9208-17 LindaA. Kraft Choice Title 44945 Bear Point Road 320 Main Street West Cable, WI 54821 Ashland, WI 54806 04-034-2-43-06-09-105-001-02000 Parcel Identification Number (PIN) This IS NOT homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances ept(2 EASEMENTS, RESERVATIONS AND RESTRICTIONS OF RECORD. 1L5� C IS Dated 4//7/20/7 1111 MAY 2:U Z025 AUTHENTICATION Signature(s) authenticated on TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by Wis. Stat. § 706.06) THIS INSTRUMENT DRAFTED BY: ATTORNEY MATTHEW F. ANICH, SB#1 017169 DALLENBACH, ANICH & WICKMAN, S.C., ASHLAND, WI Bayfield Co. Zoning Dept. ACKNOWLEDGMENT �lt✓1o1 STATE OFiN ) ss. _______________COUNTY Personally came before me on 0611-111-7 the above -named GEORGE H. WEILER, III AND SUSAN W. WEILER. HUSBAND AND WIFE, to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. Naar ?r./ AA sL * n An,_.. 1. 1 AJA A/ Notary Public, State of Wisconsin My Commission (is permanent) (expires: ® / ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM WARRANTY DEED C 2003 STATE BAR OF WISCONSIN > :: _ IF+`` . - * Type name below signatures. s.t.axsaEogwjmsn I !E)q.f.sj BAYFIELD COUNTY SANITARY PERMIT (#04)-25-30S STATE SANITARY PERMIT OWNER: LINDA A KRAFT G OV'T LOT: LOT: BLK: 1/4 1/4 SEC: 9, T 43 N, R 6 W TOWNSHIP: Namakagon SOIL TEST: 08-25 REPLACEMENT SYSTEM SYSTEM TYPE: Mound 224 in. of suitable soil PLUMBER: RYAN STRAND TRACY POOLER DATE: 5/28/2025 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: # 798301 Condition: Old System needs to be properly abandoned per SPS 383. THIS PERMIT EXPIRES 5/28/2027 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION