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HomeMy WebLinkAbout26-51S"Y,I =1,d1 sl, ) Industry Services Division County 4822 Madison Yards Way Bayfield a5 Madison. WI 53705 Sanitary Permit Number (to be filled in by Co.) P $ 55-00751 Madison, P.O. Box WI 7537 C* _ 5I S 53707 State Transaction Number Sanitary Permit Application PWTS-052600057-1 In accordance with SPS 383.21(2). Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Services. Personal information you provide may be used for secondary 59995 Hanson Rd. Mason purposes in accordance with the Privacy Law. s. 15.04(1$m), Slats. KBK Services Property Owner's Mailing Address 60845 Hindblad Rd City. State Zip Code Ashland, WI 54806 II. Type of Building (check all that apply) Eli or2 FamilyDwelling—NumberofBedrooms 3145(1 pnd jfrublic/Commemial — Describe Use Owned 27/23607 Govt. Lot Phone Number 715-209-1967 SW / NE ye, Section 1 Lot# T46 v IuTown of noubulI III. Type of POWTS Permit: (Check either "New" or "Replacement" and other applicable on line A. Check one box on line B. Complete line C if a Bcable.) A. ✓ INew System I--i_ [ µReplacement System DOther Modification to Existing System (explain) Additional Pretreatment Unit (explain) B' ]Holding Tank 1 11n- Ground (conventional) ^. t -Grade ❑ Mound ✓ Individual Site Design Other Type (explain) R"• ❑ Renewal Before Expiration ❑Revision]Change of Plumber ❑Transfer to New Owner ist Previous Permit Number and Date Issued 450 .4 J1125 2612 - 101.63 Capacity in Total #of Manufacturer Tank Information Gallons Gallons I Units N 0 it New Tanks Existing Tanks ' v I i it 2 2 % . is Fig Septic or Holding Tank X 1000 1 Wieser Concrete ✓ Dosing Chamber X 600 Wieser Concrete ✓ Q O 1. a. apu •nomsyo•n•emmsr- r, me unmersignea, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's ture MP/MPRS Number I Business Phone Number Edward B. Redinger Signature ,221939 715-292-6670 Plumber's Address (Street. City. State. Zip Code) 1015 11th Ave. E. Ashland, WI 54806 VI. otrnty/Department Use Only Approved O Disapproved PPermit FFeee� Date Issued Issu' g Ag Si q ❑ Owner Given Reason for Denial 500 I5b1 / �+ Conditions of Approval/Reasons for Disaooroval d Attach to complete plans for the system mod subunit to the Coonµ- only au paper not less than 8 tR z 11 inches in size RECEIVED MAY 18 2026 Bayfield Co. SBD-6398 (IL 02/22) Wisconsin Department of Safety and Professional Services '(1, Phone: 608-266-2112 Division of Industry Services 4822 Madison Yards Way Q t = Web: httv://dsos.wi.gov Email: dsys4wiscoosinsov Madison, WI 53705 Tony Evers, Governor Dan Hereth, Secretary May 14, 2026 CUST ID NO.: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/14/2028 MUNICIPALITY: TOWN OF MASON BAYFIELD COUNTY SITE: K13K SERVICES 59995 HANSON RD MASON, WI 54856 FOR: Design Wastewater Flow Value: 450 Use: Accessory Buildings Limiting Factor(s): See IDR Maintenance Required: Effluent Filter Identification Numbers Plan Review No.: PWTS-052600057-I Application No.: DIS-052618697 Site ID No.: SIT -103087 Please refer to all identification numbers in each correspondence with the Department. Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF IN STRRYSERVICES X SEE CORRESPONDENCE 05114O075 • 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 approval recognizes the submitted plans as an Individual Site Design. This system is to be constructed and located in accordance with the enclosed approved plans. The cross slope of this plan is in excess of 1% as allowable by the mound component manual. • This plan review does not include any review of industrial wastewater. Industrial wastewater is not to enter the system unless previously approved by the WIDNR. Please see IDR for description of anticipated wastewater (Rec. Room/ Garage and handwashing sink) • 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. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacturer's recommendations. RECEIVED • Verify property line(s) prior to installation. • Pump Floats to be set and verified per the approved plan. MAY 1 8 • All conditions of the IDR approval letter are to be followed. 2026 Bayfield Co. Planning and Zoning Agency 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, Fee Required: $450.00 Fee Received: $450.00 1� A BP.} 0 I Due: $0.Expected: t cwt PJl PiG Refund Refund Ex ected: $0.00 Katie Petzel Division of Industry Services Phone: 608-574-1189 Email: katie.petzel@wisconsin.gov RECEIVED MAY 18 2026 Bayfield Co. Planning and Zoning Agency Wilsconsln Uepmtntent of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way Madison, WI 53705 May 14, 2026 CUST ID NO.: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL MUNICIPALITY: TOWN OF MASON BAYFIELD COUNTY SITE: KBK SERVICES 59995 HANSON RD MASON, WI 54856 9.Phone:608-266-2112 Web: http://dsps.wi.gov Be ti Entail: dsoswisconsin.gov Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-052600065-SSD Application No.: DIS-052618694 Site ID No.: SIT -103087 Please refer to all identification numbers in each correspondence with the Department. Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF I STRY SERVICES SEE CORRESPOND CE 06/ 4O026 FOR: SOIL SATURATION DETERMINATION 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. The following conditions shall be met during construction or installation and prior to occupancy or use: Approval is hereby granted pursuant to SPS 385.60(2), Wis. Adm. Code, to estimate the depth of seasonal soil saturation based on an interpretive determination process completed by Ed Redinger, Certified Soil Tester (CST), and his recommendations. • This approval is limited to the soil characteristics within the tested area. This approval is based upon best management practices and does not warranty the functioning of the system. Water conservation, wastewater disposal practices, and system maintenance will aid in the longevity of the system. • This approval is limited to the soil characteristics within the specified depths and does not include an interpretation of the redoximorphic features found outside of the specified pits and horizons. • An on -site visit was conducted by Katie Petzel, DSPS, on April 27"- 2026, and July 1st, 2022. • The estimated highest level of prolonged soil saturation approved under this determination is at least 8 Inches below grade. At least 28 inches of sand lift on top of 8 inches of unsaturated soil is required. • Surface water shall be diverted away from the mound system. • Care shall be taken not to drive on the mound site during wet conditions to avoid compaction of the site. Keep 6" of sand under track machines when constructing per the recommendations of Ed Redinger, CST. • The basal soil application rate for the mound shall be no greater than 0.4 gpd/sf. per the recommendations of Ed Redinger, CST. • The contour elevation shall be 98.8' per the recommendations of Ed Redinger, CST. • A copy of this approval letter and attachments must accompany the system design for this site for the purposes of plan approval and sanitary permit issuance. RECEIVED MAY 162026 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, I Fee Required: $240.00 Fee Received: $240.00 +fti� �+1 _ B Due: 0 I $0.Expected: r cwt P/I GV fd Refund Ex ected: $0.00 p Katie Petzel Division of Industry Services Phone: 608-574-1189 Email: katie.petzel@wisconsin.gov RECEIVED MAY 182026 Bayfield Co. planning and Zoning Agency INTERPRTIVE DETERMINATION Site: 59995 Hanson Rd. Mason, WI Owner: KBK Services TaxID:233607 Project: CondlUonaIiy APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF I STRY SERVICES SEE CORRESPOND CE 0511112025 April 27, 2026 Edward B. Redinger — CST# 221939 The intent is to show saturation does not occur in the mound site and the insitu soil will accommodate the waste water from the Home. The Home on this site is the Family's old Home Stead. It has been in the family for 3 generations. The site has been farmed for many years and is currently farmed. It is more of a Hobby Farm so the home is not occupied year-round. It is used for family gatherings and other occasions. The home is currently served by a 3 bedroom mound system which was installed in 2021 converting from a Holding tank. The owner would like to install a 2nd mound for effluent dispersal. As the family grows and there are more grandchildren the family gatherings/get togethers have more people so they would like to add the additional mound. This will connect to the Garage/Rec room building and a hand washing sink in the shop. Use will still be intermittent so we feel the soils will sufficiently handle the wastewater. HISTORY AND TOPOGRAPHY The Mason area is on the edge of the glacial lake Superior. It has sandy loam alluvial soils with some areas being more sandy than others due to melt run off from the glaciers. The site contains the Superior-Sedgwick complex of 0-6% slopes. The underlying Clayey lacustrine deposits will collect and hold water in the lower areas. The general slope is 1-2%. The area chosen for the Mound dispersal Cell is well drained due to the Farming practices through the years to divert water runoff from the field. There is a slight "ridge" on which the mound will be placed with diversion on both sides. The 2nd mound will be installed parallel to the existing mound on the North side with the required separation between the two. No saturation was evident at the time of the soil evaluation. Redox features found were few and faint 10-13" below the surface. CONCLUSION Due to some added grading to ensure surrounding surface water flows away from the mound area this site will effectively accommodate infiltration from the wastewater produced here. With no Redox features in the top 10" of the A horizon it confirms the site will dry out and does not stay saturated for long periods. This is further confirmed by the absence of hydric soils In the upper horizons. As per SPS 383.44(3) the site is suitable for a POWiS Mound with more than 6" of unsaturated soil. RtCCIVED MAY 18 2026 Bayfield Co. Planning and Zoning Agency Tn.. 00 e\. Wisconsin Departmentof Safetyand Professlanal Services i,, �B ' DtvisionoflndustryServices ,� RS SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adnt. Coda Attach complete se plan on paper not less than 8 112 x 11 irtcltes In sizes Plan must include. but not Smited to: vertical and hartzcntal reference point (BM). direction and percent slope. scale or dimensions, north arrow, and location and distance to nearest road. Please print all Information. SOIL TEST # - Page_1 ,=__,�of Parcel I.D. 23737- House/ 23807- Mound Personal Information you provide may be used forsecandary purposes (Privacy Lams.15.04(1Xm)). G(/ /t3/ I -"746 Property Owner Property Location 0 KBK SERVICES INC Govt. Lot SE % SW V s 21 146 N R 6 E (or) W Property Owner's Mailing Address Site Address or CSM and Lot* PO BOX 546 59995 Hanson. Rd. Mason, WI City State Zip Code Phone Number ❑ City 13 Village ® Town Nearest Road Ashland IVW 54806 1 MASON HANSON New ConsMtdian Use:O ResldentisllNumberof bedrooms 3 Cade derived designfaw rate450__GPD ©Replacement ❑tulle er commeraai—oescrr Flood Plan elevation If applicableIL Parent material �IIBci1 nutwash!glacial lacustrine General comments and recommendations: Mound system - start on Contour 98.8': Install mound east1.vest on tree line next to field - System elevation 100.9? ElBoring 0 Boring 98.8 j v Ground surface elm,. ft. Depth to iiml factor in. ! eIev. 97.97 & I r„r1 AMM1iwe1tww O.•n Horizon Depth In. Dominant Color Munsel Redox Description Or. Az. Cant Color Texture Structure Gr. Sr_ Sh. Consistence Boundary Roots GPD1Ft2 . G.8 .E 1 0-6 2.5YR411 - L 2MABK ML GW 3F .8 2 6-10 2.5YR 4/2 - L 2MABK ML GW 2F .6 .8 3 10-13 2.5YR 613 F1F 2.6R 616 LFS 1FSBK ML CW 1VF .4 .6 4 13-20 2.5YR414 - SICL 2MABK ,MR - - .4 .6 EIi1Eoring # ring mi tPItPGround su dace elev 9�R. Depth to limiting factor o 96.47 M. / elev. ft. Snn An.drw.4rnn Data Horizon Depth In. Dominant Color Munse13 Redox Description Qu. Az Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFts 1 0.6 2.5y411 - L 2MABK ML GW 3F .6 .8 2 6-10 2.5YR 412 - L 2MSBK ML CW - .6 .8 3 10-13 2.5YR 613 F2F 2.5YR 616 LFS 1FSBK ML CW - .4 .6 4 13-18 2.5YR 414 - SICL 2MABK MFI - - .4 .6 CST Name (Please Pint) Edward B Redinger2--5- rm CST Number 221939 r.; Telephone Number Address Date Evaluation 101511th Ave E Ashland, WI J5123I22 9.')J4 715-292-6870 I {nfl Effluent #1 ' 80D > 30 s 220 mglL and TSS > 30 S 150 mg1L • tBtw3t ant if2' BOD. s 30 mgIL and TSS s 30 mgIL G'!� �/Gr//����/ 7/k"cI lidBayfield Co. SBD-8330 (R04129) ,4)•J� � � Planning 8Rd Zoning Agency �r'!s� r � ! Page 3 a3 ground urteae etev. it. Depth 10 nmitlnp dada � 3,jn. I stay,,,,,�,R. Soo Rats Fionr+on Depth In Dominant Color Munson Redox Description Qu At. Cont Color Texture Structure Gf. Sr. Sh. Consistence Boundary Roots GPO/F?' 'Effe1 0-8 2.5YR 4/1 L 2MABK ML OW 3F ,6 ,g 2 8-13 2.5YR 412 - L 2MABK ML CW .6 3 13.16 2.5YR 613 ' F2F 2.SYR 616 SL IFSBK ML CW - .4 ,7 4 16-20 2.5YR 414 - SICL 2MABK MFI - - A .8 Boring a �� KP Note - Sample viewed under dryer better light conditions - Redox at 8" ®Pft Ground surface elev 9�ft. Depth to itmmng factor, 8 / eiev. 96 t. Horizon Depth M. Dominant Color Munson Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence I Boundary I Roots . I. GPD/Ftx EffS1 Effs2 1 0-8 2.5yr 4/1 - L 2MABK ML OW 3F .6 .8 2 8-12 2.5YR 4/2 - L 2MABK ML CW - .6 .8 3 12-15 2:5YR 6/3 F2F 2.5YR 616 SL IFSKB ML CW - -4 .7 4 15-20 2:5YR 414 - SICL 2MABK MFI - - .6 A D Boring Pit Ground surface elev 98.8 R. Depth to Ong fader 10 in. I eiev. 9`711. Sod Apcation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOIFt2 in. MunseS Qu. Az. Cont. Color Gr. Sz. Sh.• .E -r • Effluent #1 = SOD' 30 s 220 rsg/L and TSS > 30 s 150 mold- • Effluent #2 = BOO, 5 30 mg& and TSS s 30 myL rEC-EIVED MAY 18 2026 Bayfield Co. Planning and Zoning Agency SUPERIOR PWMSING MECHANICAL (715)278-3456 CST# 221939 Scale: 1" = 40' PIN: 23727 House - Mound 23607 House: NE NW S28 T46N R6W 40 acres Mound: SE SW S21 T46N R6W 40 Acres Town of Mason Bayfield Co r' ' L P Customer Name: Chris Kotnev _ 9'13 r e s Adress: 30845 Hindblad Rd Ashland, WI 54806 Site:59995 Hanson Rd. Mason, WI Phone #: 715-209-1967 Email: V 113,;N. r/3' imp O�w: uiow r✓a�� GJe l l •P.nq n-l.lf ,nOJJ o.- reei.'tie(e4 Sy4fe-t F/eu, /00.97' REC1!iV 1-9993- /4 l S.,, 'RJ. L l Bayfield Co. Planning and Zoning Agency PAGE 1 OF 6 Mound Plan Index & Cover Sheet Conlponenf Manual Design References: Mound Version 2.1 (May 2022-2027) & Pressure Distribution Version 2.1 (May 2022-2027) Pg 1 of 6 Index & Cover Page Pg 2 of 6 Plot Plan Pg 3 of 6 Mound Cross -Section & Plan View Pg 4 of 6 Distribution Network Specifications Pg 5 of 6 Pump Tank Specifications Pg 6 of 6 Management Plan Attachments: Enclosures: Pump Curve POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description 300 gpd / 450 gal. per day system Owner Name(s): KBK Services Inc. owner Address: 60845 Hindblad Rd. Ashland, WI Project Address: 59995 Hanson Rd. Mason, WI Govt. Lot: SW 1/4 of NE Township: Mason Project Parcel ID #: 23737 / 23607 Phone: 715 209 _1967 Zip: 54806 1/4, Section 1 , T 46 N -R 6 E❑ or W Q✓ County: Bayfield Designer Information Designer Name: Edward B. Redinger 4fl Designer Address: I U1 D I I th Ave. E. Ashland, WI E-mail: ed@superiorpmw.com License Number: 221939 Remarks: Phone:715 -292 -6670 Zip: 54806 hi, .pa,, r. ern cJ I��r .ly^po��,ll .l.l n•., Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF TRY SERVICES SEE CORRESPOND CE OL1Y2026 Signature: Date: 5/4/26 REC€IVED Original signature required on each bmitted copy. MA? 182026 Bayfield Co. Planning and Zoning Agency Customer Name: Chris Kotney - f(jt( Adress. 30845 Hindblad Rd Ashland, WI 54806 SUPERIOR Srte:59995 Hanson Rd. Mason, WI PI UMOING MECHANICAL (715)278-3456 Phone # 715209-196/ Email. 1V 4 CST# 221939 a/ I> fvi. /q. I- ,i �.in.�•W.I� Scale 1,=40' .--. PIN: 23727 House Mound 23607 House. NE NW 52R T46N R6W 40 acres ! ` Mound: SE SW 821 T46N RfiW 40 Acre•. � •t' ' s l •rI`. l /..'. Town of Mason -' !- fir eayfle td Co ar G �z F00%o� L. 'y Forcemain to be e • bored under I existing mound per '` { i1.ti^ E. Redinger I!s' C, Divert Surface water f ;r vd 4t RECEIVED MAY 18 2026 R-•yrfield Can Planning and Zoning Agency I. t New CROSS SECTION VIEW (No Scale) 0.5010 2.5' WASHED AGGREGATE (min. 6.0' beneath distribution pipe- min.2.0' over distribution pipe and covered with approved synthetic fabric) min.1.0 it t System Elevation = 101.13 ft E ASTM C-33 SAND FILL ` Lateral InvertElevation = 101.63 R min. 0.5 R o 0 fjfffl MIN. 6.0OF TOPSOIL COVER D = 2.33 ft Plowed Surface J PLAN VIEW (No Scale) / No Slope Surface Contour Elevation= 98.8 ft MOUND DISPERSAL AREA Maintain level cell elevation. Fill depths will be variable due to slight negative slope. D dimension on lower side will be more than high side in order to maintain level cell. (Show force main, manifold, and flush valve locations on plan view.) 1-1/4 0Schd140 J= 11 ft 10 PVC Lateral I ft (typical) I Rro a0 1 W= 2 3.2 ft 111 O Dispersal Cell _ t e= 100 ft A= 4.5 ft K. 12.3 ft IL I = 11 ft na�t N1 > m NI 6n Q7 m N > O NO W I L= 124.6 h l O rn Reset Page DISTRIBUTION NETWORK SPECIFICATIONS (No Scale) 0 = to O O FLUSH VALVE DETAIL (No Scale) Orifice in — — Valve Box Center of Threaded Cap (insulation optional) for Head Testing (optional) I I � Ball Valve ) (optional) Lateral Spacing S = 2.2 Shield onfices for gravelless applications Lateral Length (P) = 49.2 fl O Onfces equatly spaced (check a) OR b) below) \ a) along bottom of lateral \ b) II�--1 Flush Valve along top of lateral Assembly with every _ th hole (typical - see detail) facing down 101.63 LATERAL INVERT ELEVATION = 101.47 ft (typical) L at Odfic +� (riser pipes optional) 2 'O Schd140 / PVC Manifold 2 "O Schdl 40 PVC Force Man (slope to pump lank r for drain -back) First Orifice (typical) Laterals to be level Schdl 40 PVC Lateral 0 = 1-1/4 in (typical) Number of Orifices per Lateral = 25 Orifices equally spaced along bottom of lateral s e (typical) Orifice Spacing (X) = 24 in (typical) OBSERVATION PIPE DETAIL (No Scale) Screw -Type or C ,+•, Finished Grade Slip Cap (loose) i •" (mulched & seeded) 4.O PVC Pipe Topsol Cover Top of pipe to terminate (Mn. I foot) at or above finished grade ? (4)ihp•-112' X 6- Slots eb apart —sO@ co No , itchodng Device Infiltration Surface Na rn Orifice Diameter = 5/32 in (typical) First Orifice (typical) I-- x--� END MANIFOLD Check (typical) ❑ CONNECTION applicable box. Manifold First (riser pipe optional) (typical)al) ical)ice D G) --- TX12X/2---!-- xm(typical) (tO Manifoa CENTER MANIFOLDii (riser pipeoptional) CONNECTION rn Orifice Discharge Rate = .53 gpm Number of Laterals = 4 Lateral Discharge Rate = 13.46 gpm TOTAL DISCHARGE RATE = 53.8 GPM PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) 4'0 Vent Pipe >10 ft from 8u401'g Electncal must mmply with 12'1Atn. a20 0 fl above SPS 316 and NEC 300 Established Fkwd Elevation WealnExtend manhole riser as necessary. Ityprall Junction Box Approved Approved boating Manhole ve lCap IMPORTANT: [ with WamIty Label Ailaalled Anchor tank(s) as necessary (typical) pursuant to SPS 383.43(8)(g) —condo° 4' W. a 2.0 fl above Established Flood Elevatlon _ I T ltynicall Aidighl Seal Finished Grade CAPACITIES @ 16.76 gal/in Depth (in) Volume (gal) A 18.25 305 B 2.0 33.52 [C] 7 118 D 8.5 142.4 i a� *Pump Tank Liquid Level = 39 in Force Main Diameter = 2 in Force Main Length = 340 ft Force Main Void Volume = 55.5 gal 4 Weep Hite A AWmr B ill b_on I Pumu �_Ofl 0 IConcrete A Block 3' Approved Bedding Material Beneath Tank [C] Total Dose Volume (TDV) = 118 gal/dose L. (5X total lateral void volume s TDV s 0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 54 gpm PUMP TANK: Volume = 600 gal Manufacturer: Wieser Concrete Pump Manufacturer. Goulds Pump Model: WE0712H 240v (See a1laUtod pump arve.) Controls/Alarm Manufacturer. SJ Electro Controls/Alarm Model: PS Patrol Float switches containing mercury are prohibited. UWck Disconnect 1BMn'. (ryPiaall Approved Joints win Approved Pipe 3 fl onto Solid Ground Itypical) PUMP -OFF ELEVATION= 92.1 ft INSIDE BOTTOM ELEVATION = 91.4 ft 9.53 Vertical Head = .-9:dft + Mln. Supply Head = 3.5 ft t�tttttttttttttttt� + FM Friction Loss = 19.5 ft + Fitting Loss' = *(mm. ft supply head x 0.3) = TOTAL DYNAMIC HEAD = t�tt� 32ft SEPTIC TANK(S): Total Volume = 1000 gal Manufacturer(s): Wieser Concrete Install approved effluent filter at the septic tank outlet immediately upstream of the oumo tank Inlet Filter Manufacturer: Poly LdkWCEIVED Filter Model: 525 MAY 18 2026 PAGE 6 OF 6 Mound Management Plan IMPORTANT: The owner of this mound system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. Pursuant to SPS 383.52 (2). Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = 450 gpd; BOD5 5 220 mgL''; TSS 5 150 mgL-'; FOG 530 mgL'' Inspection Checklist INSPECT EVERY 3 YEARS type of use age of system nuisance factors (te odors, user complaints, etc.) mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) material fatigue (i.e., leaks, breaks, corrosion, etc.) solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., distribution / drop boxes) neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) extent of ponding in distribution cell prior to dosing dosing irregularities (i.e., pump re -cycling, float switch settings, etc.) electrical components (i.e., wiring, connections, switches, controls, timers, alarms, etc.) distribution lateral or lateral orifice plugging (measure lateral distal pressure - compare to design specification) surface discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) Septic and dose tank(s) shall be pumped by a certified seplage servicing operator licensed under s. 281.48 Wis. Scats. when the volume of solids in the tank(s) exceeds one-third (1/3) the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113. Wisc. Admin. Code. Effluent filter(s) shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will always be greater than 12 months. Distribution laterals shall be flushed once every 3 years or when necessary. System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company: Superior Plumbing & Mech. Inc. Phone: 715-292-6670 Local government unit: Bayfield CO Zoning Phone: Local government unit address: 117 5ht St. E. Washburn, WI 715-372-6138 ZIP: 54891 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin. Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384, Wisc. Admin. Code. Contingency Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed mound dispersal component may be re -constructed within the originally approved area after removal of all failed components. System Abandonment RECEIVED If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Cod71AY 182026 Bayfield Co. Planning and Zoning Agency Wastewater APPLICATIONS Specifically designed for the following uses: • Homes, Farms. Trailer Courts, Motels, Schools, Hospitals. Industry. Effluent Systems SPECIFICATIONS Pump • Solids handling capabilities: %' maximum. • Discharge size: 2' NPT. • Capacities: up to 140 GPM. • Total heads: up to 128 feet TDH. • Temperature: 104°F (40°C) continuous, 140°F (60°C) intermittent. • See order numbers on reverse side for specific HP. voltage, phase and RPM's available. MOTORS • Fully submerged in high-grade turbine oil for lubri- cation and efficient heat transfer. • Class B insulation on l - 1'h HP models. • Class F insulation on 2 HP models. Single phase (60 Hz): • Capacitor start motors for maximum starting torque • Built-in overload with automatic reset. • SJTOW or STOW severe duty oil and water resistant power cords. • % - 1 HP models have NEMA three prong grounding plugs. • 1'11 HP and larger units have bare lead cord ends. Three phase (60 Hz): • Class 10 overload protection must be provided in separately ordered starter unit. • STOW power cords all have bare lead cord ends. • Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, can be operated continuously with- out damage when fully submerged. • Bearings: Upper and lower heavy duty ball bearing construction. • Power Cable: Severe duty rated, oil and water resis- tant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. Standard cord is 20'. Option- al lengths are available. • O-ring: Assures positive sealing against contami- nants and oil leakage. AGENCY LISTINGS ` e Tested to UL 778 and CSA 22.2 108 SiaMuds ({I7—� By Canadian Standards Association File •LR38549 METERS FEET ( / _AI ql;•R-� ` UZ-C'- L1: 16 iR'5 130 t J WEI SHH SERIES: WE 120 SIZE: '/4SOLIDS 35 \ �---� RPM:3500 & 110 \ I � I 1750 30 100 p 90 = 25 80 v i 70 20 60 C 15 50 40 10[- 30 5 20 F, 10 RECEIVED MAY 18 2026 Bayfield Co. Planning and Zoning Agency 1 fL1 _ 00 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM 0 5 10 15 20 25 CAPACITY 35 m3/hr PAGE 2 The newly enhanced PS Patrol system features all the same functions p you have come to expect, plus so much more over other traditional • pedestal -style alarms. The PS Patrol features a built-in high water alarm and provides a convenient location to connect all wiring required for a pumping station application. It employs a receptacle for easy connection of a 120V pump and piggy -back pump switch. The sleek, angled design of the clear enclosure includes a removable cover for easy access for field wiring and viewing components. All internal components are sealed within the cover for protection from the elements. The red LEDs illuminate the top of the cover in an alarm condition for easy 360' visual identification. Available with or without 32" mounting post. FEATURES • Enclosure meets Type 3R water -tight standards Innovative design allows alarm to accept a 5" square plastic post or 4" pipe/conduit for mounting • Automatic alarm reset and green power on indicator • Flush mount horn silence/alarm test switch Auxiliary alarm contacts included for easy attachment of remote devices Includes cord seal for sealing switch and pump cables Electrical potting cavity to provide easy, reliable method to seal power cables (electrical duct seal not included) Options include various switch cord lengths, riser assembly adapter, dual alarm, and elapsed time meter P 4 e4 RUPN . •_ PSP2 120V, no pump switch, with post 1022728 1019021 PSP2 120V, no pump switch, 20A breaker, with post 1022575 PSP2 120V, ETM, with post 1022577 PSP2 120V, DUO alarm, ETM, with post 1037095 PSP2 120V, Wisconsin, assembly kit (2.5 inch) 1067640 PSP2 120V, Wisconsin, assembly kit (2.0 inch) 1018434 PSP2 120V, TAAB indoor alarm, with post 1011551 Assembly Kit (riser extension coupling and washers) C SJE RHOMBUS U.S Patent No. 9472,932 SR and D780,703 Removable Cover Incoming Alarm i Power Incoming Pump Power :j- Pomp Plug Pump Float Plug PSP Cord Receptacle Optional Assembly Kit f( _ AY 18 026 12'-6 4" CAST -A -SEAL r L U C w a� INLET _ it a 3" L ----; t_ -L- ZK ]} G ac SIDE VIEW 0' IV TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 PR WLP1000/600-MR TANK SPECIFICATIONS DIMENSIONS: c WALL: 3" 4" CAST -A -SEAL BOTTOM: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER o HEIGHT: 51" LENGTH: 12'-6' WIDTH: 7'-0" BELOW INLET: 42" LIQUID LEVEL: 36" WEIGHT: BOTTOM 9,500 LBS. COVER 5,470 LBS. • VENT OUTLET I 0< r U m a, I o_L C PUMP PAD INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL 010 (OTHER STATES SEE CHART) I._ ri a U' z W H y LIQUID CAPACITY: 27.88 GAL/IN (SEPTIC) S 's 16.76 GALAN (PUMP) v LOADING DESIGN: 8'-0" UNSATURATED SOIL C ,Y O ', TANK CAN BE USED AS: v a SEPTIC/SEPTIC, SEPTIC/PUMP, OR SEPTIC/SIPHON LIU COVER: MIX DESIGN #8 (NO FIBER) e� TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: a S FOR CUSTOM TANKS CONTACT WIESER CONCRETE I 4 O Z Z e 1 0 � ° REVIEWED BY REVIEW DATE O a DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: SHEET NO. APPROVAL DATE: 1 NEEDED BY: OFPRODUCTS bff rAt ic1,, PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) J"0 Vent Pipe ton from Budding Electrical muss mmply •.yh 17 Min. or 2.01 above SPS 316 and NEC 300 Established Flood Elevation Weatherproof Extend main de riser as necessary. Iryl„�)Approved Junction Box Vent Ca I MPORTANT: p APMoved Lod ing Manhole with Warning Label Attacned Anchor tank(s) as necessary (tynw) pursuant to SPS 383.43(8)(g)`consun a• Mn. or 2.0 n above Established Flood Elevadion (typical) Airtight Seal Finished Grade thick Olxonned CAPACITIES @ 11.82 g a •Vin (ems) ly a , Depth (in) Volume (gal) l A 23 272 weep celveri Dose volume to be ApMared Joints with B 2.0 32.6 set as low as liota Approved Pipe 3 It onto [C] possible with A selected floats so Solid Ground (tyn�ill NA Y182 6 71 02 as to minimize I B U D 12 142 disturbance to tank —Alarm ge ykict OO Planning receiving —0n and Zoning Agency Iq PUMP -OFF Pump Tank Liquid Level = 43 in Pun,.p ELEVATION = 98.5 ft Force Main Diameter = 2 in Force Main Length = 50 ft Force Main Void Volume = 8 gal J" Approved Bedding Material Benealh Tank [C] Total Dose Volume TDV = 79 gal/dose (5X total lateral void volume < TDV < 0.2X design flow) + (force main drainback volume) MIN. PUMP DISCHARGE RATE = 45 gpm PUMP TANK: Volume = 500 gal Manufacturer Wieser Concrete Pump Manufacturer. Goulds Pump Model: WE0411 F - 120v I See attached pump curve.) Controls/Alarm Manufacturer. SJ Electro Controls/Alarm Model: PS Patrol Float switches containing mercury are prohibited. INSIDE BOTTOM ELEVATION = 89 ft Vertical Head = 6 + Mln. Supply Head = 0 + FM Friction Loss = 1.5 ft + Fitting Loss = 1 ft *(mm. supply head x 0.3) = TOTAL DYNAMIC HEAD = 8.5 ft SEPTIC TANK(S): Total Volume = 840 gal Manufacturer(s): Wieser Concrete Install approved effluent filter at the septic tank outlet immediately upstream of the pump tank inlet Filter Manufacturer: Poly Lock Filter Model: 525 Wastewater METERS , FEET 10 9 30 � SGPM 8 25 w I U 6 20 2 S r o 15 Q 4 EP05 O 3 10 2 EP0 5 1- 0- 00 10 20 30 40 50 GPM 0 2 4 6 8 10 12 m3/h CAPACITY MODEL INFORMATION Order HP Voles Amps Minimum Cirait Phase Float Switchrg Cord Discharge Minimum Minimum MlBesinm pping SWe Number B Breaker Style 4rgth Connection On Level Off Level Solidsm l _ Diameter Size Ibs.kg EP0411 Plug / No Sitch 10' Manual Manuals, 20 / 9.1 EP0411A Piggyback/ Wide -Angle 10 12' 6' 21/9.5 .4 115 12 20 1 1'/' 15' /.' EP0471 F Plug / No Switch 20' Manual Manual 20/9.1 EP041I AC Piggyback/ Wide -Angle 20' 12' 6' 21/9.5 EP0412 Plug/ No Switch 10' Manual I Manual 20/9.1 230 6 10 EP0412F Plug/ No Switch 20' Manual Manual 20/91 EPo511F Plug / No Switch 20' Manual Manual 22/10 .5 115 13 20 EP0517AC Piggyback/ 20 ' 12' 6- 2R 2RE LC Wide -Angle 230 6.5 10 Plug/ Na Switch 20' Manual Manual 2Qy Il e'IVED 182026 rAQClaa Co. Planning and Zoning Agency CAST -A -SEAL TO MEET OR W840/500 -MR TANK SPECIFICATIONS DIMENSIONS: 4" CAST -A -SEAL WALL: 2 9/16" BOTTOM: 3' COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 59 1/2" LENGTH: 9'-5 3/4" WIDTH: 7'-9" BELOW INLET: 48" LIQUID LEVEL: 43" WEIGHT: BOTTOM 7,360 LBS. COVER 3,790 LBS. INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL /10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 19.61 GAL/IN (SEPTIC) 11.82 GAL/IN (PUMP) LOADING DESIGN: 8'-0' UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP, r4" VENT OR SEPTIC/SIPHON COVER: MIX DESIGN /B (NO FIBER) TANK: MIX DESIGN /10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: - OUTLET FOR CUSTOM TANKS CONTACT WIESER CONCRETE I I ^ U f v REVIEWED BY 'UMP PAD RENEW DATE DRAWINGS SUBMITTED FOR APPROVAL APPROVED BY: APPROVAL DATE: ,..,,......_. PRODUCTS NEEDED BY: IF ) VI CF i 1 RECOMMENDATIONS 1. The mound shall be constructed as noted on the attached Soil Evaluation Report on Contour 98.8' 2. Do not drive on the mound site In wet conditions to avoid compaction. Keep 6" of ASTM C33 sand under track machines when constructing. 3. The site has been kept mowed like a lawn so minimal tilling is needed. Use the bucket teeth of excavator to "chisel plow" the sod when the soil is dry. 4. Ensure 26-27" of ASTM C33 sand is in place for treatment of effluent. 5. Design the mound using .4 pgd/sq ft. loading rate. RECEIVED MAY 18 ZU%b' USDA United States A product of the National Custom Soil Resource Department of Cooperative Soil Survey. Agriculture a joint effort of the United Report for \VI n I RCS States Department of Agriculture and other gayfield County Federal agencies. State Natural agencies including the Resources Agricultural Experiment %jt/ i i Conservation Stations, and local s c o n s n Service participants RECEIVED MAY 16 2026 Bayfield Co. Planning and Zoning Agency wt ,, frLb wR, " k August 30.2022, Custom Soil Resource Report Soil Map (KBK Services 59995 Hanson Rd. Mason. WI) KVSak 1:2.170/ #n:A pats (B.fl 11')9bet. N a x ® a + F1Cns ee o ;� ap Map Mt corre *e w&s &e nuTMire la 84 9 Sw 3 P CEWED MAY 18 2026 Bayfield Ca. Planning and Zoning Agency Custom Soil Resource Report Bayfield County, Wisconsin 4808—Portwing-Herbster complex, 0 to 6 percent slopes Map Unit Setting National map unit symbol: gk56 Elevation: 600 to 1,100 feet Mean annual precipitation: 28 to 33 inches Mean annual air temperature: 36 to 43 degrees F Frost -free period: 90 to 120 days Farmland classification: Farmland of statewide importance Map Unit Composition Portwing and similar soils: 50 percent Herbster and similar soils: 30 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Portwing Setting Landform: Till plains Landform position (two-dimensional): Summit Down -slope shape: Convex Across -slope shape: Convex Parent material: Clayey fill over underlying stratified loamy and sandy lacustdne deposits Typical profile A -0 to 4 inches: silt loam E/8 -4 to 9 inches: silt loam Bt - 9 to 32 inches: clay Btk - 32 to 51 inches: clay 2C - 51 to 80 inches: stratified very fine sand to silt Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 12 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 20 percent Available water supply, 0 to 60 inches: Moderate (about 7.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e Hydrologic Soil Group: C/D Ecological site: R092XY015WI - Clayey Uplands Forage suitability group: Mod AWC, adequately drained (G092XY005W1) Other vegetative classification: Mod AWC, adequately drained (G092XY005WI) 13 MAY 162026 Baylield Co. Planning and Zoning Agency Custom Soil Resource Report Hydric soil rating: No Description of Herbster Setting Landfomt: Till plains Landform position (two-dimensional): Footslope Down -slope shape: Linear Across -slope shape: Concave Parent material: Clayey till and underlying loamy and sandy stratified lacustrine deposits Typical profile A -0 to 5 inches: silt loam E - 5 to 10 inches: silt loam B/E -10 to 13 inches: silty clay loam 8(1 - 13 to 28 inches: clay 2Bt2 - 28 to 33 inches: stratified silty clay loam to clay to silty clay 2Btk -33 to 55 inches: stratified silty clay loam to clay to silty clay 3C -55 to 80 inches: stratified very fine sandy loam to silt loam to loamy very fine sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately low (0.00 to 0.06 in/hr) Depth to water table: About 0 Inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 10 percent Available water supply, 0 to 60 inches: Moderate (about 7.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: D Ecological site: R092XY012WI - Moist Clayey Lowlands Forage suitability group: Mod AWC, high water table (G092XY004WI) Other vegetative classification: Mod AWC, high water table (GD92XY004WI) Hydric soil rating: No Minor Components Lerch Percent of map unit. 5 percent Landform: Drainageways on till plains, depressions on till plains Hydric soil rating: Yes Cornucopia Percent of map unit: 5 percent Hydric soil rating.' No Sedgwick Percent of map unit: 3 percent Hydric soil rating: No MAY 18 2Q26 Ptannin Sayfieid Co. 9 and Zoning Agency 14 Custom Soil Resource Report Sanborg Percent of map unit: 3 percent Hydric soil rating: No Allendale Percent of map unit. 2 percent Hydric soil rating: No Badriver Percent of map unit: 2 percent Hydric soil rating: No 753B—Sedgwick-Munuscong complex, to 6 percent sl pes Map Unit Setting National map unit symbol: gjwk Elevation: 600 to 1,100 feet Mean annual precipitation: 28 to 33 inches Mean annua air temperature: 39 to 46 degrees F Frost -free period: 60 to 120 days Farmland classification: Not prime farmia d Map Unit Composi ion Sedgwick and similar soils: 50 percent Munuscong and similar soils: 30 percent Minor components. 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Sedgwick Setting andform: Till plains Landform position (two-dimensional): Footslope Down -slope shape: Convex Across -slope shape: Convex Parent material: Loamy alluvium and underlying clayey till Typical profile A 0 to 5 inches: sandy loam E- 5 to 8 inches: loamy sand Bs - 8 to 16 inches: sandy loam 28/E - 16 to 19 inches: clay 28 - 19 to 53 inches: clay 2Btk -53 to 80 inches: silty clay Propertie a d qualities Slope: 0 to 6 percent Depth to restrictive feature: More than 80 Inches Drainage class: Somewhat poorly drained kt-GIEV ED➢ Runoff class: Very high MAY 182026 15 Bayfield Co. Planning and Zoning Agency Custom Soil Resource Report Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately high (0.00 to 0.20 in/hr) Depth to water table: About 6 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 35 percent Available water supply, 0 to 60 inches: Moderate (about 7.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (non irrigated): 3w Hydrologic Soil Group: C D Ecological site: R092XY012WI - Moist Clayey Lowlands Forage suitability group: Mod AWC, high water table (G092XY004WI) Other vegetative classification: Mod AWC, high wa er table (G092 Y004WI) Hydric soil rating: No Description of Munuscong Setting Landform: Lake plains, ground moraines andform position (two-dimensional): Toeslope Down -slope shape: Concave Across -slope shape: Concave Parent material: Loamy glaclofuvial deposits over calcareous clayey materials Typical profile A -0 to 8 inches: fine sandy loam Bg - 8 to 30 inches: sandy loam 2C - 30 to 60 inches: silty clay Propertie and qualities Slope: 0 to 2 percent Depth to restrictive feature: More han 80 in hes Drainage class: Poorly drained Runoff class: Medium Capacit of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 inlhr) Depth to water table: About 0 inches Frequency of flooding: None Frequency of ponding: Frequent Calcium carbonate, maximum content: 30 percent Available water supply, 0 to 60 inches: Modera a (about 8.3 inches) interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6w Hydrologic Soil Group: CID Ecological site: R092XY007W I - Wet Loamy or Clayey Lowlands Forage suitability group: Mod AWC, high water table (G092XY004WI) Other vegetative classification: Mod AWC, high wa er table (O092 Y004WI) Hydric soil rating: Yes Minor Components iz. CE1VED Allendale Percent of map unit: 8 percent MAY 18 2026 9eyfield Co. 16 Planning and Zoning Agency Custom Soil Resource Report Hydric soil rating: No Superior Percent of map unit: 5 percent Hydric soil rating: No Herbster Percent of map unit: 4 percent Hydric soil rating: No Pickford Percent of map unit., 3 percent Landform: Depressions, drainageways Hydric soi rating: Yes 756B—Superior-Sedgwick complex, 0 to 6 percent slopes Map Unit Setting National map unit symbol: gjwl Elevation: 600 to 1,100 eet Mean annua precipitation: 28 to 33 inches Mean annual air temper turn: 39 to 45 degrees F Fmst-free period: 90 to 135 days Farmland classification: Farmland of statewide importance Map Unit Composition Superior and similar soi s: 50 percent Sedgwick and similar soils: 30 percent Minor components: 20 percent Estimates re based on observations, descriptions, and transects of the map unit. Description of Superior Setting Landform: Lake plains Landform position (two dimensional): Summit Down -slope shape: Convex Across -slope shape: Conve Parent material: Loamy water -laid deposits and underlying clayey lacustrine deposits Typical profile A - 0 to 3 inches: fine sandy loam E- to 6 inches: sandy loam Be - 6 to 14 inches: sandy loam 281E -14 to 19 inches: clay 2Bt - 19 to 26 inches: clay 2 -26 to 60 inches: clay «EGG_YVEG Properties and qualities Slope: 2 to percent MAY 18 2(126 Planning and Zoning Agency 17 Custom oil Resource Report Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Runoff class: Very high Capacity of the mos limiting layer to transmit water (Ksat): Low to moderately low (0.01 to 0.06 inlhr) Depth to water table: About 6 inches Frequency of flooding: None Frequencyofponding: None Calcium carbonate, maximum conten : 25 percent Available water supply, 0 to 60 inches: Moderate (about 6.8 inches) Interpretive groups Land capability classification (irriga ad): None specified Land capability classification (noninigated): 3e Hydrologic Soil Group: D Ec logical site: R092XY01SWI - Clayey Uplands Forage suitability group: Mod AWC, adequately drained (G092XY005WI) Other vegetative classificati n: Mod AWC, adequately drained (G092XY005W1) Hydric soil rating: No Description of Sedgwick Setting Landform: Till plains Landform position (two-dimensional): Footslope Down -slope shape: Linear Across -s ape shape: Concave Parent material: Loamy alluvium and underlying clayey till Typical profile A - 0 to 5 inches: loamy sand E - 5 to 8 inches: loamy sand Bs - 8 to 16 inches: sandy loam 2B/ - 16 to 19 inches: clay 2Bt -19 to 53 inches: clay 2Btk - 53 to 80 inches: silty clay Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 Inches Drainage class: Somewhat poorly drained Runoff class: Very high Capacity of the mos limiting layer to transmit water (Ksat): Very low to moderately high (0.00 to 0.20 in hr) Depth to water table: About 6 inches Frequency of flooding: None Frequency ofponding: None Calcium carbonate, maximum conten : 35 percent Available water supply, 0 to 60 inches: Moderate (about 7.4 inches) Interpretive groups Land capabi ity classification (iniga ad): None specified Land capability classification (nonirrigated): 3w RECEIVED Hydrologic Soil Group: CID Ec logical site: R092XYO12W1- Moist Clayey Lowlands Forage suitability group: Mod AWC, high water table (GO92XY004WI) MAY 18 2026 Other vegetative classifrcati n: Mod AWC, high water table (G092XY004WI) Bayfield Co. Planning and Zoning Agency 18 Custom Soil Resource Report Hydric soil rating: No Minor Components Allendale Percent of map unit: 10 percent Hydric soil rating: No Portwing Percent of map unit: 5 percent Hyddc soil rating: No Munuscong Percent of map unit: 3 percent Landform: Drainageways, depressions Hydric soil rating: Yes Herbster Percent of map unit: 2 percent Hydric soil rating: No RECEIVED MAY 18 2020 19 Planning anCZultnj;F(rjnn q Custom Soil Resource Report MAP LEGEND Area of q Interest (AOl) � [Ti Area of Interest (AOI) Soils I Soil Map Una Polygons ..� Sol Map Unit Lines • Sod Map Unit Points Special Point Features U Blowout Sonow Pa R Clay Spot Closed Depression Gravel Pit Gravelly Spot • Landfill Lava Flow _ Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot = Severely Eroded Spot Sinkhole • Side or Slip 0 Sodo Spot rm a Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography 10 MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:12.000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3B57) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Bayfield County. Wisconsin Survey Area Data. Version 23, Sep 7. 2021 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial Images were photographed. Apr 1, 2021 —Oct 1, 2021 The onhophoto or other base map on which the sod lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result. some minor shifting of map unit boundaries may be nutrient Private Sewage System Maintenance Agreement Owner(s) Name 6 Tax ID # As owner, I (we) do hereby certify the private sewage system will be installed in accordance with the certified soil tester's report and approved plans and specifications on file with Bayfield County Planning and Zoning Department. The system will be operated in such a manner as to meet the designed plans. I (we) agree to maintain said private system at the below listed location in accordance with rules established in the WI Adm. Code, as from time to time amended. (COMPLETE Legal is required) 1/4 of 5 131/4 Section d Z Township ___(-`N. Range 4' W Additional Legal Description: Town of Lot _ Block Subdivision Lot — CSM#_____ Vol. (Acreage) Gov't Lot Page _ CSM Doc # DOCUMENT NUMBER 2-026R-612054 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED 05/07/2026 AT 8:00 AM RECORDING FEE: $30.00 PAGES:1 Area Retumgy CENED ni S 20 Planning oning Department ENTERED MAY N �6 ❑ 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 -around Pressure System Laterals (system types C, D and E): The laterals shall be flushed out and swabbed if needed when the wastewater distribution cell component is inspected as provided above. Owner(s) agree that failure to comply with this agreement will result in action being taken to pay all charges and costs incurred by Bayfield County for inspection, pumping, hauling, or otherwise servicing and maintaining the private sewage system tank in such a manner as to prevent or abate any human health hazard caused by the system. Bayfield County shall notify the owner of any costs which shall be paid by the owner within thirty (30) days from the date of notice. In the event the owner does not pay the costs within thirty (30) days, the owner specifically agrees that all the costs and charges may be placed on the tax roll as a special assessment for the abatement of a human health hazard, and the tax shall be collected as provided by law. The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such Owner(s) Name(s) -Please Print PBS awn j -I Subscribed and sworn to before me on this date: `.' •� ter• K�c�e.+h C. Kcx�t�y........... 5-5 Lo_ •. 1 1. 1 1 �-1 My Commission pi s: •o-��-aq Drafted by: Ld X66414,11 Date: Proofed by: u/forms/sanitary/septicmalntenceagreement Revised July 2020 3--A�.FIELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: KBK SERVICES INC, PO BOX 546 ASHLAND, WI 54806 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00417 Transaction Number: SR -00417-4699C Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 10752 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 5/27/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. B -YFIELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: KBK SERVICES INC, PO BOX 546 ASHLAND, WI 54806 Description State Approved Plans (Mounds, Systems Requiring Pre -Treatment, etc.) Submission Number: SS -00751 Transaction Number: SS -00751-45E10 Amount $500.00 Total: $500.00 Payment Amount: $500.00 Reference: 10749 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 5/27/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-51 S STATE SANITARY PERMIT OWNER: KBK SERVICES INC GOVT LOT: LOT: BLK: NE 1/4 NW 1/4 SEC: 1, T 46 N, R 6 W TOWNSHIP: Mason SOIL TEST: 43-26 NEW SYSTEM SYSTEM TYPE: Mound 224 in. of suitable soil PLUMBER: EDWARD REDINGER TRACY POOLER DATE: 5/27/2026 Authorized Issuing Officer CHAPTER 145.135(2) WISCONSIN STATUTES a. The purpose of the sanitary permit Is to allow installation of the private sewage system described in the permit. b. The approval of the sanitary permit is based on regulations in force on the date of approval. c. The sanitary permit is valid and may be renewed for specified period. d. Changed regulations will not impair the validity of a sanitary permit. e. Renewal of the sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. f. The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. PREVIOUS PERMIT #: LICENSE: # 221939 Condition: THIS PERMIT EXPIRES 5/27/2028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION