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Home My WebLink About26-102SI Industry Services Divisiwi County 4822 Madison Yards Way — BAYFIELD Sanitary Permit Number (to be filled in Co.) : I .� rr P= =/ SS- D07J Madison. WI 53705 P.O. Box 7302 � Madison. WI 53707 fib— L O a S Sanitary Permit Application State Transaction Number PWTS-062601163-C 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 purposes in accordance with the Privacy Law. s. 15.04(1)(m). Scats. 64185 G I L LES RD AS H LAN D L Application Information — Please Print AB Information Property Owner's Name parcel # Scott Hoffman / Kathy Kendierski r u 16084 Property Owner's Mailing Address Property Location 3130 CHASE AVE Govt. Lot City. State I Zip Code Phone Number MILWAUKEE, WI 53207 414-559-5168 NE ye SE __¼. Section 33 T47 N R 5 E or W II. Type of Building (check all that apply) Lot # Rl or 2 Family Dwelling — Number ofBedrooms :i Subdivision Name Eblic/Commercial — Describe Use City of________________________ ViUageof State Owned —Describe Use JUN 1 &QZGtmber Bayfiel Co. ETownofEILEEN Planning In. 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 licable.) A. New System ly JJ]Replacement System L Other Modification to Existing System (explain) ❑Additional Pretreatment Unit (explain) B. j}ialding Tank ❑tu-Ground Q4 -Grade �✓ Mound Individual Site Design Other Type (explain) (conventional) C. ❑ Renewal Before ❑Revision}mange of Plumber ❑Transfer to New Owner ist Previous Permit Number a Dto Issued Expiration 09-.? S r i 1 (Ni�7 p 0� �l F IV. Dispersal/Treatment Area and Tank Information: Design Flow (gpd) Design Soil Application Rate(gpd/sf) I Dispersal Area Required (sf) I Dispersal Area Proposed (sfl I System Elevation 450 .4 11125 1796 92.2' Capacity in Total #of Manufacturer Tank Information Gallons Gallons Units c v u Neu Tanks I Existing Tanks S .2 a VI D.0 rn a, y a0 Septic or Holding Tank X 1000 1 Superior Precast ✓ Dosing Chamber X 600 V. Responsibility Statement— 1, the undersigned, assume responsibility for Installation of the POWTS shown on the attached plan. Plumber's Name (Print) Plumber's Signature I MP/MPRS Number I Business Phone Number Edward B. Redinger 221939 715-292-6670 Plumber's Address (Street, City. State, Zip Code) 1015 11th Ave. E. Ashland, WI 54806 VR. County/Department Use Only Approved 0 Disapproved Permit Fee I Date Issued g A Si rare Cy i,/ 0 Owner Given Reason for Denial — Conditions of Approval/Reasons for Disapproval —C Attain to complete plans has the system and submit to the County only oil paper not less than 8la x ii Inches In size SBD-6398 (R. 02/22) Wisconsin Department of Safety and Professional Services Division of Industry Services 4B22 Madison Yards Way Madison, WI 53705 June 16,2026 CUST ID NO.: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/16/2028 MUNICIPALITY: TOWN OF EILEEN BAYFIELD COUNTY SITE: SCOTT HOFFMAN 64185 GILLES RD ASHLAND, WI 54806 FOR: Design Wastewater Flow Value: 450 Bedrooms: 3 Limiting Factor(s): See IDR Maintenance Required: Effluent Filter Phone: 608-266-2112 Web: ham://dsns.wi gov Email: dsps(o�wisconsin.gov Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-062601163-C Application No.: DIS-062623800 Site ID No.: SIT -160625 Please refer to all identification numbers in each correspondence with the Department. RECEIVED JUN 172026 B Planning aand Zoning Agency Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF IN STRY SERVICES SEE CORRESPOND CE oL1612026 Mound Component Manual - Version 2.1 (May 2022-2027) • 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: • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Scats. • 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. Scats. • 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 81 1 & 812 • Tank Installation to follow all manufacturer's recommendations. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per the approved plan. • All conditions of the IDR approval letter are to be followed. 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: $250.00 Fee Received: $250.00 I Refund Due: Expected: $ LYiI G Refund Ex ected: $0.00 Katie Petzel Division of Industry Services Phone: 608-574-1189 Email: katie.petzel@wisconsin.gov JUN 17 202@ Bayfield Co. Planning and Zoning Agency se.oOL//1sOILTEsT# RECEIVED ��-2� Wisconsin Department of Safety and Professional Services MAY 282026 Pa ge of3 Divisiotry Services �S na Bayfield Co. P= E� SOIL EVALUATION REPQ Tin0 and Zoning Agency ,`'•.q -;4' In accordance with SPS 385. Wis. Adm. Code County Attach complete site plan o at less than 8 112 x II inches in size. Plan must include, i Bayfield but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 16084 Please print all information. ev' w I P/a _ _ _ I DJ v - I Property Owner Property Location LJ IJ Scott Hoffman & Kathy Kendzierski Govt. Lot NE Y. SE V. 533 T 47 N R 5 E (or) W Property Owners Mailing Address Site Address or CSM and Lot #: 3130 Chase Ave. 64185 Gilles Rd. Ashland City State Zip Code Phone Number ❑ City Cl Village ® Town Nearest Road Milwaukee WI 53207 t I Eileen Gilles iE NewConstruction Use: ❑E Residential/Numberofbedrooms 3 Code deriveddesignflowrate 450 GPD ElReplacement []Public or commercial -Describe: Flood Plan elevation if applicable ft. Parent material Loamy water -laid -Clayey Lacustrint General comments and recommendations: Holding Tank or Mound on Contour 89.7 with .4 Loading and interpretive Determination Report ❑Boring Boring # MPit 89.7 10 97.9 Ground surface elev.ft. Depth to limiting factor in. I elev. ft. Snil Annl lirnlinn Rath I Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft'- 'Eff#1 'Eff#2 1 0-10 5yr 4/2 - sl 2mabk ml gw 3f .4 .7 2 10-12 5yr 6/3 c2d 5yr 6/8 s 0 ml Cw 2f .7 1.6 3 12-16 2.5yr414 - sic 2mabk mvfi - 1vf .4 .6 7 Boring # ❑Boring 88.2 8 87.6 KPit Ground surface elev.ft. Depth to limiting factor �•/_in. I elev. ft. Snil Annl linatinn Pala 1 Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/FI2 'Eff#1 Eff#2 1 0-8 5yr 4/2 - sl 2mabk ml gw 31 .4 .7 2 / 8 1 5yr 6/3 c2d %yr 6/8 s 0 ml cw 21 .7 1.6 3 11-15 2.5yr4/4 - sic 2mabk mvfi - lvf .4 .6 CST Name (Please Print) Si al re CST Number Edward B. Redinger 1221939 Address IL Date Evaluation Conducted Telephone Number 1015 11th Ave. E. Ashland WI 54806 I 4/30/26 715.292-6670 Effluent #1 = BOO > 30:5 220 mg/L and TSS > 30 5150 mg/L 'Effluent #2 = BOO. 5 30 mg/L and TSS 5 30 mg/L SBO-8330 (R04121) Paget of3 1 !I1 Boring # • Boring $$ Z Pit Ground surface elev.ft. Depth to limiting factor87.2 _in, / elev.ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 Eft#1 Etf#2 1 0-12 Syr 4/2 SI 2mabk ml 9w 3f .4 .7 2 12-14 5yr 6/3 c2d 5yr 6/8 S 0 ml cw 2f .7 1.6 3 14-18 2.5 r4/4 - sic 2mabk mvrf - 1vf .4 .6 a9 ❑ Boring # Y i..V I VCLJ o ❑ Pit Boring Ground surface elev. ft. D��I i o IimMn¢td§Mr in. / elev.ft. Bayfield Co. Planning and Zoning ArIenw Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Descrip0on Cu. Az. Cont Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 E##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 Cu. AZ. Cant. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/F12 Eft#1 Eff#2 Effluent #1 = BOD >30 5 220 mg/L and TSS>305 30 5150 mg/L ' Effluent #2 = BOD. 5 30 mg/L and TSS S30 mg/L Customer Name: Scott Hoffman & Kathy Kendzierski 4 Adress: 3130 Chase Ave. i.. Milwaukee. WI 53207 Al t SUPERIOR SITE: 64185 Gilles Rd. Ashland PLUMBING MECHANICAL (715)278-3456 Phone #: Email: trinkersCcaoutlook.com y CST# 221939 Scale: i'=46' L 6.G' , •a PIN: 16084 20 Acres NE SE 533 T47N RSW RLECEWE® Town of Eileen Bayfield Co. p �. AY 28 2626 sayrle;a Co. Planning and Zoning Agency 3-I %,, 93.3' a„ldr'S t a` grre� /I 2d/ orS4 I t7r:✓�...y It if INTERPRTIVE DETERMINATION Site: 64185 Gilles Rd. Ashland, WI Owner: Scott Hoffman & Kathy Kendzierski TaxID:16084 Project overview: June 5, 2026 Edward B. Redinger—CST# 221939 JUN 1 7 2026 The Intent is to show that the insitu soil of 8" Is unsaturated and will accommodate the waster water from the home. This will be a new home for Scott & Kathy to retire to. They would like to install a mound for effluent dispersal. It Is an old farm homestead with the original home still there that is served with a holding tank. HISTORY AND TOPOGRAPHY This area is part of the Lake Plains for typical landform. The Soil Map unit is the 6713B — Kellogg- Allendale- Ashwabay complex. Parent material is sandy loam over sand over silty clay. It Is currently in use for hay production and has been farmed for the past 50+ years. The general slope of this site is to the North/ Northwest with the area for dispersal having a 3-4% northwest slope. No saturation was evident at the time of the soil evaluation. Redox features found were common and distinct but small at 8-12" below the surface. CONCLUSION With little upslope grading to ensure 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 8" 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 POWTS Mound with more than 6" of unsaturated soil. RECOMMENDATIONS 1. The mound shall be constructed as noted on the attached Soil Evaluation Report on the 89.7' contour 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 30-32" of ASTM C33 sand is in place for treatment of effluent. S. Design the mound using .4 pgd/sq ft. loading rate. Edward. B. Redinger Custom Soil Resource Report Bayfield County, Wisconsin 67136—Kellogg-Allendale-Ashwabay complex, 2 to 6 percent slopes Map Unit Setting National map unit symbol: giwf Elevation: 600 to 1,700 feet r iit�l�fr;J Mean annual precipitation: 27 to 34 inches Mean annual air temperature: 39 to 46 degrees F UN 1 7 2026 Frost -free period: 90 to 140 days Farmland classification: Not prime farmland Bayfield Co. Planning and Zoning Agency Map Unit Composition Kellogg and similar soils: 35 percent Allendale and similar soils: 25 percent Ashwabay and similar soils: 20 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Kellogg Setting Landform: Lake plains Landform position (two-dimensional): Summit Down -slope shape: Convex Across -slope shape: Convex Parent material: Sandy lacustrine or outwash sediments and underlying clayey lacustrine deposits Typical profile Oe - 0 to 2 inches: moderately decomposed plant material E - 2 to 6 inches: sand Bs - 6 to 26 inches: sand 28/E - 26 to 29 inches: silty Gay 2Bt - 29 to 40 inches: silty clay 2C - 40 to 80 inches: silty clay Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately high (0.00 to 0.20 inlhr) Depth to water table: About 18 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 5 percent Available water supply, 0 to 60 inches: Moderate (about 7.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3s Hydrologic Soil Group: CID Ecological site: F092XY015WI - Clayey Uplands 13 Custom Soil Resource Report Forage suitability group: Mod AWC, adequately drained (G092XY005WI) Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchella repens. Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi), Mod AWC, adequately drained (G092XY005WI) Hydric soil rating: No Description of Allendale Setting Landform: Ground moraines, Lake plains, Lake terraces, Outwash plains Landform position (two-dimensional): Summit Down -slope shape: Convex Across -slope shape: Convex Parent material: Sandy sediments and underlying clayey lacustrine or till deposits Typical profile A - 0 to 3 inches: loamy fine sand E - 3 to 10 inches: sand Bhs - 10 to 13 inches: sand Bs- 13 to 26 inches: sand E -26 to 28 inches: sand 2Bt - 28 to 34 inches: clay 2C - 34 to 60 inches: clay Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat poorly drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): (0.01 to 0.06 in/hr) Depth to water table: About 6 inches Frequency of flooding: None Frequency of ponding: None RECEIVED JUN 17 2026 Bayfield Co. Planning and Zoning Agency Low to moderately low Calcium carbonate, maximum content 10 percent Available water supply. 0 to 60 inches: Low (about 5.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: D Ecological site: F092XY012WI - Moist Clayey Lowlands Forage suitability group: Low AWC. high water table (G092XY001 WI) Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchella repens . Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi). Acer rubrum - Abies balsamea / Vaccinium angustifolium - Cornus canadensis , Red Maple Balsam Fir/ Low Sweet Blueberry - Bunchberry (ArAbVCo), Low AWC, high water table (G092XY001 WI) Hydric soil rating: No Description of Ashwabay Setting Landform: Ground moraines, Lake plains. Outwash plains Landform position (two-dimensional): Summit Down -slope shape: Convex Across -slope shape: Convex 14 Custom Soil Resource Report Parent material: Sandy outwash or beach deposits underlain by clayey till or lacustrine deposits Typical profile A - 0 to 4 inches: loamy sand E -4 to 5 inches: sand Bhs - 5 to 12 inches: sand Bs - 12 to 32 inches: sand Bw - 32 to 45 inches: sand 2Bt1 - 45 to 62 inches: clay 2Bt2 - 62 to 80 inches: stratified clay to silt to sand Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Runoff class: Negligible Capacity of the most limiting layer to transmit water (Ksat): moderately high (0.06 to 0.20 in/hr) Depth to water table: About 30 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: Low (about 5.0 inches) JUN 172025 Interpretive groups Land capability classification (irrigated): None specified Eavfield Co. ( n Planning and Zoning Agency Land capability classification (nonimgatedJ: 4s Hydrologic Soil Group: A Ecological site: F092XY013WI - Sandy Uplands Forage suitability group: Low AWC. adequately drained (G092XY002WI) Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchella repens , Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi), Low AWC. adequately drained (G092XY002W1) Hydric soil rating: No Moderately low to RECEIVED Minor Components Portwing Percent of map unit: 8 percent Ecological site: F092XY015WI - Clayey Uplands Other vegetative classification: Acer saccharum I Sanicula spp. - Mitchella repens , Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi) Hydric soil rating: No Cubtake Percent of map unit. 7 percent Ecological site: F091XY010WI - Acidic Sandy Upland Other vegetative classification: Acer saccharum / Vaccinium angustifolium - Vibumum acerifolium , Sugar Maple / Low Sweet Blueberry - Maple -leaved Viburnum (AVVb), Pinus strobus - Acer nibrum / Vaccinium angustifolium - Aralia nudicaulis - Polygonatum pubescens variant. Eastern White Pine - Red Maple / Low Sweet Blueberry - Wild Sarsaparilla - Hairy Solomon's Seal variant (PArVAa-Po) Hydric soil rating: No Wakeley Percent of map unit: 5 percent 15 Custom Soil Resource Report Landform: Depressions, Drainageways Ecological site: F092XY007WI - Wet Loamy or Clayey Lowlands Other vegetative classification: Thuja occidentalis-Abies balsameaFraxinus nigral Ilex verticill , Northern White Cedar -Balsam Fir -Black Ash/Winterberry (2ThAbFnlx) Hydric soil rating: Yes 6756B—Superior-Sedgwick complex, 0 to 6 percent slopes Map Unit Setting National map unit symbol: gjwl Elevation: 600 to 1.100 feet2Ec:EIVEE Mean annual precipitation: 28 to 33 inches Mean annual air temperature: 39 to 45 degrees F JUN 172026 Frost -free period: 90 to 135 days Farmland classification: Farmland of statewide importance Bayfield Co. Planning and Zoning Agency Map Unit Composition Superior and similar soils: 50 percent Sedgwick and similar soils: 30 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Superior Setting Landform: Lake plains Landform position (two-dimensional): Summit Down -slope shape: Convex Across -slope shape: Convex Parent material: Loamy water -laid deposits and underlying clayey lacustrine deposits Typical profile A - 0 to 3 inches: fine sandy loam E - 3 to 6 inches: sandy loam Bs - 6 to 14 inches: sandy loam 2B/E - 14 to 19 inches: clay 2Bt - 19 to 26 inches: clay 2C - 26 to 60 inches: clay Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Moderately well drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat): Low to moderately low (0.01 to 0.06 in/hr) 16 Custom Soil Resource Report Depth to water table: About 6 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 25 percent Available water supply. 0 to 60 inches: Moderate (about 6.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e Hydrologic Soil Group: D Ecological site: F092XY015WI - Clayey Uplands Forage suitability group: Mod AWC. adequately drained (G092XY005WI) Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchella repens , Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi). Mod AWC, adequately drained (G092XY005WI) Hydric soil rating: No Description of Sedgwick Setting Landform: Till plains Landform position (two-dimensional): Footslope Down -slope shape: Linear Across -slope 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 28/E - 16 to 19 inches: clay 28t - 19 to 53 inches: clay 2Btk - 53 to 80 inches: silty clay Properties and qualities Slope: 0 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat). high (0.00 to 0.20 inlhr) Depth to water table: About 6 inches Frequency of flooding: None Frequency of ponding: None JUN 17 2026 Bayfield Co. Planning and Zoning Agency Very low to moderately Calcium carbonate, maximum content., 35 percent Available water supply, 0 to 60 inches: Moderate (about 7.4 inches) Interpretive groups Land capability classification (imgated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: CID Ecological site: F092XY012WI - Moist Clayey Lowlands Forage suitability group: Mod AWC, high water table (G092XY004WI) Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchella repens . Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi), Mod AWC. high water table (G092XY004WI) Hydric soil rating: No 17 Custom Soil Resource Report Minor Components Allendale Percent of map unit: 10 percent Ecological site: F092XY012WI - Moist Clayey Lowlands Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchella repens , Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi), Acer rubrurn - Abies balsamea / Vaccinium angustifolium - Cornus canadensis Red Maple Balsam Fir/ Low Sweet Blueberry - Bunchberry (ArAbVCo) Hydric soil rating: No Portwing Percent of map unit: 5 percent Ecological site: F092XY015WI - Clayey Uplands Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchella repens , Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi) Hydric soil rating: No Munuscong Percent of map unit: 3 percent Landform: Depressions, Drainageways Ecological site: F092XY007WI - Wet Loamy or Clayey Lowlands Other vegetative classification: Fraxinus nigra-Abies balsamea/Impatiens capensis, Black Ash -Balsam Fir/Spotted Touch-me-not (2FnAbl) Hydric soil rating: Yes Herbster Percent of map unit: 2 percent Ecological site: F092XY012WI - Moist Clayey Lowlands Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchella repens . Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi), Acer rubrum - Abies balsamea / Sanicula marilandica . Red Maple - Balsam Fir / Black Snakeroot (ArAbSn) Hydric soil rating: No RECEIVED JUN 17 2026 Bayi o!d Co. Planning and Zoning Auaocy 18 Custom Soil Resource Report Soil Map 46 YZ N a 1� .e•nrcN -- 4 i y'}g1a (E1ili0 �19a Mw SML-- 1:L9i01prmaanApa0at(8Sa 1114M $ N 0 E m 1% A 0 M 1W aD Map O�a1e0: W1, Ma Care a»arms: W384 EdW n 1JIM tae 15N WGSea 9 warm I I I n K NIPN RI2CEIVED JUN 17 2026 Bayfield Co. planning and Zoning Agency PAGE 1 OF 6 Mound Plan Index & Cover Sheet Component 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 -U4 1' 2026 hayfield CO. b131i;utte and honing Agen nr Attachments: Enclosures: Pump Curve POWTS Application for Review Soil Evaluation Report & Site Map Project Name / Description 3 Bedroom mound with .4 loading Owner Name(s): Scott Hoffman / Kathy Kendierski Owner Address: 3130 Chase Ave. Milwaukee, WI Project Address: 64185 Gilles Rd. Ashland, WI Govt. Lot: NE Township: Eileen Project Parcel ID #: 16084 1/4 of SE Phone: 414 559 -5168 Zip: 53207 114, Section 33 T47 N -R 5 E❑ or W ❑✓ County: Bayfield Designer Information Designer Name: Edward B. Redinger Designer Address: 1015 11 th Ave. E. Ashland, WI E-mail: ed@superiorpmw.com License Number: 221939 Remarks: Phone:715 -292 -6670 Zip: 54806 Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF I TRY SERVICES SEE CORRESPOND CE 00/6/2076 Signature: Date Original signature required on each sub ed Copy. 6/5/26 SUPT I21Vt? (715)278-3456 if , ti\tnmr, Nanm Stott 1lofhman. & Kathy Ken111(crskl Al,. 3130 (j ast Ave Afilwaukce, WI S3/U/ '.III (1 IRS (,illes IGI. Ashland I I,, n 1. c,SL`a uI I u(I. rum t7 ) Iq/'1('Q��O✓n6 J I ✓ e �et: l" '6o,/boo �a 7eft WC EIVED JUN 17 2026 9", / plennln eayfie ld Co. 9 and Zonino Men c f";tike V SINGLE -CELL MOUND DISPERSAL AREA W= 28 ft 0.5" TO 2.5" WASHED AGGREGATE (min. 6.0beneath distribution pipe - min.2.0' HILMJ over distribution pipe and covered vAth 4flJ.JjJflMIN. 6.0" OF TOPSOIL COVER approved synthetic fabric) min. 1.0 ft ASTM C-33 SAND FILL min, 0.5 ft [ii DH - A=4.5 = 4.5 ft --I Plowed Surface. Surface Contour Elevation = 89.7 ft (Show force main, manifold and flush valve locations on plan view.) 4 "6 Slope RECEIVED JUN 172026 Plannin Bayfield Co. 9 and Zoning An� D= 2.5 ft E = 2.6 ft System Elevation= 92.2 ft Lateral Invert Elevation = 92.7 ft CROSS SECTION VIEW (No Scale) PLAN VIEW (No Scale) 1-1/4 "OSchdl40 1 PVC Lateral J = 10 it 10 ft (typical I (typical) -------- I —I __—__.—._—..—._—.___._____.—______.____—__—_. Observation __.____—___ I I B= 166 ft } I Bend as necessary to follow contour DOWNSLOPE TOE L 126.2 ft Prohibit disturbance and vehicular traffic within 15 feet of downslope toe. Reset Page 14 K= 13 ft ft (typical; C) m W O T O) DISTRIBUTION NETWORK SPECIFICATIONS i 4No Scale) FLUSH VALVE DETAIL JUN 172026 (No Scale) Plannin aadfiei i Co. Agen4 P Orifice in — Valve Box g Zoning nteral Spacing Center of Threaded Cap for Head Testing (insulation optional) S = 2.2 ft (optional) I \ �) \ Shield orifices for 1 gravelless applications Ball Valve I \ \ It (optional) -1 + (riser pipes optional) 2 'O Schdl 40 PVC Manifold 1 Lateral Length (P) = 49.2 ft Onbces equally spaced. \ Z ) (check a) OR b) below) _ ` a) El along bottom of lateral Flush Valve b) n along top of lateral Assembly with every Ih hole (typical - see detall) facing down LATERAL INVERT ELEVATION = 92.7 (typical) 2 'O Schd140 PVC Force Mali (slope to pump tank r- for drain -back) First Orifice (typical) Laterals to be level N_ Schdi 40 PVC Lateral 0 = 1 -1 /4 in (typical) Number of Orifices per Lateral = 25 Orifices equally spaced along bottom of lateral Last Orce (typical) Orifice Spacing (X)= 24 in (typical) OBSERVATION PIPE DETAIL (No Scale) Screw -Type or -4 :a'. SAp Cap (loose) Finished Grade (mulched & seeded) CO PVC Pe Topsoil cover Top of pipe to tern -mate (min. 1 foot) at or above finished grade (4) 1l4'-1IzX 6' Slots @0apart Anchoring Device Infiltration Surface Orifice Diameter = 5/32 in (typical) First Orifice (typical) ❑ END MANIFOLD ftyp�l) CONNECTION Check applicable box. Mangold First Orifice (riser pipe optional) (typical) I-- x --}-x/2 �--x -I m (typical) (typical) xn--'A O Mangold CENTER MANIFOLD ii (riser pipe optional) CONNECTION t� Orifice Discharge Rate = .053 gpm Number of Laterals = Lateral Discharge Rate = 13.46 gpm TOTAL DISCHARGE RATE = 53.8 GPM PAGE5OF6 SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) a'V Veil Pluc +1011 horn Building IY Min. W 2.011 above Established Road Elevation (typiwll IMPORTANT: Anchor tank(s) as necessary pursuant to SPS 383.43(8)(g) Finished Grade CAPACITIES @ 1 485 gaUn Depth (in) Volume (gal) A 26 383 B 2.0 29.7 (C) 4.7 70 D 10 148 *Pump Tank Liquid Level = 39 in Force Main Diameter = 2 in Force Main Length = 90 ft Approved Vent Can 4 Force Main Vold Volume = 15 gal Elecl,L aI must crmiply veld SPS 316 and NEC 300 Weathorprool Junction Box —Cond.dt �Akdghl Seal A Pump Extend manhole risen as necessary. Approved Lucvkng Mannob wiln Warning Label Allached (No",J) C MIL or 2.011 above Eslablhned Flood Elevallon (typical) Oukk Dbconne4 I le'MN. typical) JUN 17 2026 Saytield Co. Planning 2nd Zcning Agency Neep ` Approved Johns Mh Hole Approved Pipe 3 ft polo sake Ground (typical) w 3' Approved Bedding Malarial Beneath Tank [Cl Total Dose Volume (TDV) = 70 gal/dose L(5X total lateral void volume < TDV <_ 0.2X design flow) + (force main dralnback volume) MIN. PUMP DISCHARGE RATE = 54 gpm PUMP TANK: Volume = 600 gal Manufacturer: Superior Precast Pump Manufacturer: Goulds Pump Model: WE9344 120v 05H or greater (See attached pump ann.) Controls/Alarm Manufacturer. SJ Electro Controls/Alarm Model: PS Patrol Float switches containing mercury are prohibited PUMP -OFF ELEVATION = 84.83 ft INSIDE BOTTOM ELEVATION = 84 ft 7.87 Vertical Head = 5.5 t + Min. Supply Head = __________ft + FM Friction Loss =c# + Fitting Loss' = 1.05 ft s(min. supply head x 0.3) 17.5 1.57 = TOTAL DYNAMIC HEAD = SEPTIC TANK(S): Total Volume = 1000 gal Manufacturer(s): Superior Precast Install approved effluent filter at the septic tank outlet Immediately upstream of the pump tank Inlet Filter Manufacturer. Poly Lock Filter Model: 525 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). Wise. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Maximum Dispersal Area Operating Limits: Design Flow = 450 gpd; BOD5 S 220 mgL; TSS 5 150 mgL'1: FOG 530 mgL'' Inspection Checklist INSPECT EVERY 3 YEARS type of use age of system I,EC, EivErj nuisance factors (i.e. odors, user complaints, etc.) mechanical malfunction (i.e., pumps, valves, switches, floats, etc.) JUN 17 2026 material fatigue (i.e., leaks, breaks, corrosion, etc.) solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (i.e., $LstribulligndidtRp boxes) neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) nning and zoning Agency 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 tanks) shall be pumped by a certified septage 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: Local government unit: Bayfield Co Zoning Phone: Local government unit address: 117 5ht St. E. Washburn, Wl 715-292-6670 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 If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. Wastewater APPLICATIONS Specifically designed for the following uses: • Homes. Farms, Trailer Courts, Motels, Schools, Hospitals, Industry, Effluent Systems SPECIFICATIONS Pump • Solids handling capabilities: 7:" 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 % - 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. METERS FEET 40 130 120 35 110 30k 100 O 90 25 - 80 U i 70 a 20 > 60 15 50 O � 40 10 30 5 20 10 rr • SJTOW or STOW severe duty oil and water resistant power cords. • 7, - 1 HP models have NEMA three prong grounding plugs. • 1½ 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 lowe�r�`vt bearing construction. iuvcu7� • Power Cable: Severe duty rated, o I and water resis- tant. Epoxy seal on motoruN ph'iO026econdary moisture barrier in case of outer jacket damage and to prevent oil wickingbb tand$1 f 9is 20'. Option- al lengths are availabte�nning and zoning Agency • O-ring: Assures positive sealing against contami- nants and oil leakage. AGENCY LISTINGS @. Tested to UL 778 and CSA 22.2 108 Standards By Canadian Standards Association File OLR38549 ov :S: WE 3/4" SOLIDS 3500 & 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM 5 10 15 20 25 30 35 m3/hr CAPACITY PACE? The newly enhanced PS Patrol' system features all the same functions 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 360visual identification. Available with or without 32"' mounting pest FEATURES Enclosure meets Type 3R water -tight standards r'EC�.I'VED Innovative design allows alarm to accept a 5" square plastic post or 4" pipe/conduit for mounting JUN 17 2026 Automatic alarm reset and green power on indicator Flush mount horn silence/alarm test switch Bayfield co. Planning and Zoning Agency U.S Patent No. 9172.932 ern Auxiliary alarm contacts included for easy attachment of remote and 0780,703 � dP 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 PART # DESCRIPTION 1022728 PSP2 120V, no pump switch, witn post 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 Removable Cover Incoming Alarm Power li Incoming Pump Power Pump Plug Pump Float Plug PSP Cord Receptacle 4Ia1 33.02 [83.9 cm] —A H 6.5' (16.51cm) SEALED BALL MATERIAL - HDPE 4" (10.16 cm) BALL 1 TRAVEL 5.7 [14.7an] POLYLOK PL- 525 - 625 CUTAWAY 20.71 [52.6 an] HOUSING FILTER CARTRIDGE MATERIAL -POLYPROPYLENE MATERIAL- FILLED POLYPROPYLENE BALL PUSH ROD FACTORY INSTALLED SECTION A -A MATERIAL - FILLED POLYPROPYLENE 4' AND 6' FACTORY OPTIONAL BUSHING INTALLED PIPE OUTLET (FOR 4 -THIN WALL PIPE) MATERIAL PVC PART NO. 30142-R OR OPTIONAL FLOAT SWITCH (FOR 110 MM. PIPE) PART NO. 30142-EUR JUN 172026 P12nning andg20fln9Agency a 0 J� P RECASICONCREIE 1000/600 2 -Compartment Tank PNECASICONCREI TOP VIEW" Wei•hr tin lb:' Tank: 9.160 Lid: 5.SS4 Total: 15.044 Volume f Cf C uac�re ee Total . 3.5 Yd' Gallon: Per Inch: 40.6 xm: Enlat ged Detail APPROVED all' W!r MG A1'.fIISS A,. ]EFCLI ONyK}, o N,OIIITN, Q*vicl S u! c01,flsldol Mc! 14: I 93-12 1031 Gallouc _QQ 6.1 Gallon: 24.54 GPI 11.83 GPI SIDE VIEW late. I 11 p. IH- Manhole Openings / 1 1 n1 2-1 1 TR ced by Superior Precast Concrete, LLC JUN 17 2026 Hayward, WI 54843 Baelding tM (Th PohrIR9a8rlhrga fiZa�ing Agency Baffle SUPERIOR PRECAST CONCRETE Design conforms to ASTM C 1227, Specification for Precas Concrete Septic Tanks and WI SPS 384.25, POWTS Holdin Components or Treatment Components. The information provided on any Superior Precast Concret (SPC) drawing or document shall be verified by the purchasers licensed professional engineer for suitability o use. Configuration may change from drawing, consult with SPC clastic Rope 9' Air Space 1 1 2 4;.. Depth d LV'tlIK„yYJ .. gi,l,tl Suy,r O.NICYtn,.,{c I •JO]1', Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way Madison, WI 53705 June 16, 2026 CUST IDNO.: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL MUNICIPALITY: TOWN OF EILEEN BAYFIELD COUNTY SITE: SCOTT HOFFMAN 64185 GILLES RD ASHLAND, WI 54806 Phone: 608-266-2112 Web: him://dsos.wi.eov Email: dsostawisconsin.gov Tony Evers, Governor Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-062600101-SSD Application No,: DIS-062623798 Site ID No.: SIT -160625 Please refer to all identification numbers in each correspondence with the Department. RECEIVED JUN '171076 Bayfield Co. Planning and Zoning Agency Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF I STRY SERVICES SEE CORRESPOND CE 06 162026 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 s. SPSP 385.60(2), Wis. Adm. Code, to estimate the depth of seasonal soil saturation based on an interpretive determination process completed by Edward 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 May 22"°, 2026. • The estimated highest level of prolonged soil saturation approved under this determination is 8 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in -situ soil is required. • Do not drive on the mound site in wet conditions to avoid compaction and keep 6" of ASTM C33 sand under track machines during construction per the recommendations of Edward Redinger, CST. • The basal soil application rate for the mound shall be no greater than 0.4 gpd/sf. per the recommendations of Edward Redinger. CST. • The linear loading rate shall be no greater than 4.5 gpd/ft. and pressure distribution shall be used. • Surface water shall be diverted away from the mound system. • A copy of this approval letter and attachments must accompany the system design for this site for the purposes of plant approval and sanitary permit issuance. A 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. 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 stars 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required: $240.00 Fee Received: $240.00 tit' I h` Balance Due: toiG Refund Expected: ted: $0.00 Katie Petzel Division of Industry Services Phone: 608-574-1189 Email: katie.petzel@wisconsin.gov JUN 17 2026 Planning Bayneld CO. and Zoning Agency Private Sewage System Maintenance Agreement MOO Winee414 l 4 L; R++ Tax ID# 16DS�i 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 timel amended. (COMPLETE Legal Is required) NJ 1/4 of SE 114 S Section 33 Township 4 -fl N. Range .'5 W. Additional Legal Description: C.e L-..hy • F $'-'1 *nt toP Town of 2.; L t H (Acreage) '0- 111 Gov't Lot Lot _ Block Subdivision DOCUMENT NUMBER 2026R-61 3043 DANIEL J. HEFFNER REGISTER OF DEEDS BAYFIELD COUNTY. WI RECORDED / 07/23/2026 AT 1:1 5 PM RECORDING FEE: $30.00 PAGES: 1 Return To: Planning and Zoning Department RECEIVED Lot _ CSM # _ Vol. _ Page _ CSM Doc # ❑ In -ground gravity ❑ In -ground dosed ❑ In -ground pressure distribution Mound O At -grade Sewage System O 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 -wade 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 as prxidadbnHyf/r The terms and conditions of the agreement shall be binding upon and inure to the benefit of all current and future owners of such,ph/pctJAPo T 0 �' P 'off` r ) e(s) leas �ter'in Subscribed and sworn to before me on this date: ./ 0-c AR tt(� 41 `, l k'eno&jecyLJ J y l : Nolad_z}egOmer( )—Slgnature(s) �>An,.A^N.\\.JUI,i,�cQz. N ary Public t'Q s$_. d2'YN1 ((ti My Commission Expires: d a�0611 a c�3 o Drafted by: 4O4+ lbc'WWarl Date: 919124.1 Proofed by: _ informs/sanitary/septicmaintenceagreement Revised July 2020 B `LYFIELD Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Property Owner: Submission Number: HOFFMAN, SCOTT M SS -00775 3130 S CHASE AVE MILWAUKEE, WI 53207 Transaction Number: SS-00775-480FF Description State Approved Plans (Mounds, Systems Requiring Pre -Treatment, etc.) Amount $500.00 Total: $500.00 Payment Amount: $500.00 Reference: 10787 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 8/4/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. BAYFIELD COUNTY SANITARY PERMIT (#04)-26-102S STATE SANITARY PERMIT OAR: SCOTT M HOFFMAN GOVT LOT: LOT: BLK: NF 1/4 SE 1/4 SEC: 33, T 47 N, R 5 W TOWNSHIP: Eileen Sp1L TEST: 44-26 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. tary permit will be based n orce at e. the time renewal is ' sought, and that changed oregulations of the regulations 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. S S1 ACEMENT SYSTEM PREVIOUS PERMIT #: 08-22S p TEM TYPE: Mound > 24 in. of suitable soil R 0MBER: EDWARD REDINGER LICENSE: # 221939 �4* oC eeoOLER DATE: 8/4/2026 Condition: Old System needs to be properly abandoned per SPS 363. Z d `Sluing Officer THIS PERMIT EXPIRES 8/412028 POST IN PLAIN VIEW MUST BE VISIBLE From ROAD FRONTING THE LOT DURING CONSTRUCTION