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Home My WebLink About84-262R-cxt6o 1. CEIVED JUL 082026 • Wisconsin Department of Safey and Professional Services Page- of Bayfield Co. Division of IndustryServices ''/ =r: SOIL EVALUATION REPf f104O1 EST # 7—a In accordance with SPS 385. Wis. Adm. Code County Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, Bayfield but not limited to: vertical and horizontal reference point IBM). direction and percent slope, Parcel I.D. scale or dimensions. north arrow, and location and distance to nearest road. 38474 Please print all information, vi r •I I Date "I Personal Information you provide may be used for secondary purposes (Privacy Law. s. 15.04(1}(m)) - /t I I / Property Owner Property Location ❑✓ Tracy Defoe Basina Govt. Lot NE ' SE ' s 10 T 48 N R 5 E (or) W Property Owners Mailing Address Site Address or CSM and Lot #: 30787 Duckweed Dr. 320-423-3288 74399 Ondossagon Rd. Washburn City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road Burtrum MN 56318 ( ) Washburn Ondossagon WI New Construction Use: ❑� Residential/Numberofbedrooms 3 Code derived designflow rate 450 GPO ]Replacement ❑ Public or commercial - Describe. Flood Plan elevation if applicable ft. t Parent material Till Plains General comments and recommendations: Mound on 97' contour with .4 loading Boring # QBoring grit 96.7 8 96.04 Ground surface elev. ft. Depth to limiting factor in. / elev.Ft. Soil Ansicetion Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fh Eff#1 'Eft#2 1 0-8 5yr 5/3 - sil 2mabk ml gw 3f .6 .8 2 8-12 5yr 413 f1f 5yr 6/8 sicl 2mabk dh gw 3f .4 .6 3 12-14 5yr414 - sic lfabk mvfl - 1vf 0.0 0.0 W Boring # ❑Boring 96.7 APit Ground surface elev. ft. 6 Depth to limiting factor -in. 96.1 / elev. ft SoilAonticatlnn Rate Horizon Depth In. Dominant Color Munsell Redox Description Ou. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/FtZ •Eff#1 Eff#2 1 0-6 5yr 513 - sil 2mabk ml gw 3f .6 .8 2 6-8 5yr 4/3 f1f 5yr 6/8 sicl 2mabk dh gw 2f .4 .6 3 8-12 5yr414 - sic lfabk mvtii - - 0.0 0.0 CST Name (Please Pont) SI a re - ' CST Number Edward B. Redinger 3. 221939 Address Date Evaluation Conducted Telephone Number 1015 11th Ave. E. Ashland, WI 54806 I 6/11/26 715.292.6670 Effluent #1 = BOO' 305220 mg(L and TSS > 30 5150 mg/L 'Effluent #2 = SOD. 5 30 mg/L and TSS 5 30 mg!L SBD-8330 (R0421) JUL 082026 Bayfield Co. Page 2 ❑ Bonng 96.1 Planning and Zoning Agency 7 95.52 ElBoring # Q Pit Ground surface elev. ft Depth to limiting factor in. I elev.fl. I Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftr Eff#1 'Eff#2 1 0-7 5yr 5/3 sil 2mabk ml 9W 3f .6 .8 2 7-12 5yr 4/3 c1d 5yr 6/8 sicl 2mabk dh gw if .4 .6 3 12-14 5 r4/4 - sic lfabk mvfi - - 0.0 0.0 a] Boring # ❑Boring 97 8 96.33 ® Pit Ground surface elev. ft. Depth to limiting factor in. / elev._ft. Soil Apolicatlon Rate Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFF Eff#1 Eff#2 1 0-7 5yr 513 - sit 2mabk ml gw 3co .6 .8 2 7-12 5yr 4/3 c1d 5yr 6/8 sicl 2mabk dh gw 2f .4 .6 3 12-14 5yr4/4 - sic lfabk mvfi - - 0 0 aBoring # ❑ Boring 96 7 95.42 Pit Ground surface elev. ft. Depth to limiting factor_in. I elev.ft. Soil Aooticatlon Rate Horizon Depth In. Dominant Color Munsell Redox Description Cu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •EB#1 'Eff#2 1 0-7 5yr 5/3 - sll 2mabk ml gw 3co .6 .8 2 7-12 5yr 413 c1d 5yr 6/8 sicl 2mabk dh gw 2f .4 .6 3 12-14 5yr4/4 - sic lfabk mvfi - - 0 0 Efuent#1=BOO > 305220 mglL and TSS 305150 mg/L ' Effluent #2= BOD. 530 mg/l. and TSS 530mg/i. Page 3 of Boring# O Boring 98.55 Pit Ground surface elev. ft. 7 97.97 Depth to limiting factor in. I elev.ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. St . Consistence Boundary Roots GPD/Ftz E0#1 'Eff#2 1 0-7 5yr 5/3 sit 2mabk ml gw 3co .6 .8 2 7-11 5yr 413 cld 5yr 618 sicl 2mabk dh 9W 2m .4 .6 3 11-15 5yr4/4 - sic lfabk mvfi - - 0.0 0.0 C UL p07026 Bayfield Co. �] Boring # ❑ Boring nning and Zoning Agency ® Pit Ground surface elev. 98 5 t, Depth to limiting factor- in.! elev.97_g7 ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Ett#1 Eff#2 1 0-7 5yr 5/3 - sit 2mabk ml gw 3co .6 .8 2 7-12 5yr 4/3 cld 5yr 6/8 sicl 2mabk dh gw 2f .4 .6 3 12-16 5yr 414 - sic lfabk mvfi - - 0.0 0.0 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev.ft. Depth to limiting factor in. I elev._ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft" Efr#1 'Eff#2 Effluent #1 = BOD > 30 5 220 mg/L and TSS > 305150 mg/L ' Effluent #2 = BOO, 5 30 mg1L and TSS 5 30 mg/L bey 'A SUPERIOR PLUMBING MECHANICAL (715)278-3456 Customer Name: Tracy Defoe Basina I Adress: 30787 Duckweek Dr. Burtrum, MN 56318 SITE: 74399 Ondossagon Rd. Washburn RECEIVED Phone #: 320-423-3288 JUL 082026 Email: basinatracy@yahoo.com BayfieldCo. Planning and Zoning Agency CST# 221939 No Well on site Scale: l"=40' PIN: 38474 10 Acres NE SE S10 T48N R5W L,/Oelmd Town of Washburn Bayfield Co. 52 1a Q0�60o k W I° a 4ry S2./Lc U, oo Wisconsin Department of Safety and Professional Services Division of Industry Services 4822 Madison Yards Way Madison, WI 53705 July 2, 2026 CUST ID NO.: 221939 EDWARD REDINGER 1015 11TH AVENUE EAST ASHLAND, WI 54806 CONDITIONAL APPROVAL MUNICIPALITY: TOWN OF WASHBURN BAYFIELD COUNTY SITE: TRACY DEFOE BASINA 74399 ONDOSSAGON RD WASHBURN, WI 54891 gECEIVED Phone: 608-266-2112 Web: hnn.//dsps.wi.eov JUL0 8 2026 Email: dsns4Zwisconsin.gov Baylield Co. Tony Evers, Governor planning and zoning Agency Dan Hereth, Secretary Identification Numbers Plan Review No.: PWTS-072600123-SSD Application No.: DIS-062626635 Site ID No.: SIT -161440 Please refer to all identification numbers in each correspondence with the Department. ConmNonaly APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF IN STRY SERVICES SEE CORRESPOND CE 07Nzn@s 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. This approval is granted for the area encompassed by B- 4, B-5, and B-7. The area between B-1-3 has been significantly disturbed. • An on -site visit was conducted by Katie Petzel, DSPS, on June 15'", 2026. • The estimated highest level of prolonged soil saturation approved under this determination is 7 inches below grade. At least 30 inches of sand lift on top of 7 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 mound shall be constructed on the 99.15' contour 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 Igp �p py�y. and sanitary permit issuance. Rtl.l V C� JUL o62026 2026 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. Bayfield Co. Planning and Zoning Agency 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. 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, Katie Petzel Division of Industry Services Phone:608-574-1189 Email: katie.petzel@wisconsin.gov Fee Required: $240.00 Fee Received: $240.00 Balance Due: $0.00 Refund Expected: $0.00 RECEIVED JUL 082026 INTERPRTIVE DETERMINATION Site: 74399 Ondossagon Rd. Washburn, WI Owner: Tracy Defoe Basina TaxID:38474 Project overview: paeaYnesd C0 June 15,20261N0and Z� BAgenc;y Edward B. Redinger — CST# 221939 The intent is to show that the insitu soil of 7" is unsaturated and will accommodate the waster water from the home. This will be a new home for Tracy Bsina. She would like to install a mound for effluent dispersal. It is a partially cleared site in a farmland area. The wooded portion has a plantation of Spruce trees. HISTORY AND TOPOGRAPHY This area is part of the Till Plains for typical landform. The Soil Map unit is the 6480-B — Portwing- Herbster complex with 06% slopes. Parent material is Clayey till over stratified loamy and sandy lacustrine deposits. The general slope of this site is to the North/ Northeast with the area for dispersal having a 1-2% northeast slope. No saturation was evident at the time of the soil evaluation. Redox features found were few and faint and small at 7-12" below the surface. [O[OP[IUI1[iP1 The upslope area will be graded to ensure surface water flows away from the mound area since it is next to the driveway. This will ensure effective accommodation of infiltration for the wastewater produced here. With no Redox features in the top 7" 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 99.15' 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 is wooded and must be cleared. Leave stumps in place. Removal of duff and branches carefully so minimal tilling is needed in the top 4". 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. 5. Design the mound using .4 pgd/sq ft. loading rate. Edward. B. Redinger co"mno"any APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES OIVISIONOFIN STRY SERVICES SEE CORRESPOND CE w1Pta@6 RECEIVED Custom Soil Resource Report JUL 08 2026 Bayfield Co. Other vegetative classification: Fraxinus nigra-Abies balsac19ra{ln tiGnaing Agency capensis , Black Ash -Balsam Fir/Spotted Touch-me-not (2FnAbl) Hydric soil rating: Yes Munuscong Percent of map unit: 5 percent 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 Shag Percent of map unit: 5 percent Landform: Depressions, Drainageways Ecological site: F092XY007W I - 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 6480B—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 lacustrine deposits Typical profile A - 0 to 4 inches: silt loam E/B - 4 to 9 inches: silt loam Bt - 9 to 32 inches: clay Btk - 32 to 51 inches: clay 15 :ECEIVED Custom Soil Resource Report 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 high (0.06 to 0.20 in/hr) Depth to water table: About 12 inches Frequency of flooding: None Frequency of ponding: None JUL 082026 Bayfield Co. Planning and Zoning Agency Moderately low to 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: F092XYO15WI - 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 Herbster Setting Landform: Till plains Landfonn 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 WE - 10 to 13 inches: silty clay loam Btl - 13 to 28 inches: clay 28t2 - 28 to 33 inches: stratified silty clay loam to clay to silty clay 28th - 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 16 RECEIVED JUL 06 2026 Bayeeid Co. Custom Soil Resource Report planning and Zoning AgencY 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: 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), Acer rubrum - Abies balsamea / Sanicula marilandica . Red Maple - Balsam Fir / Black Snakeroot (ArAbSn), Mod AWC, high water table (G092XY004WI) Hydric soil rating: No Minor Components Lerch Percent of map unit: 5 percent Landform: Depressions on till plains, Drainageways on till plains Ecological site: F092XY007WI - Wet Loamy or Clayey Lowlands Other vegetative classification: Fraxinus nigra-Abies balsamea/Impatlens capensis , Black Ash -Balsam FirlSpotted Touch-me-not (2FnAbl) Hydric soil rating: Yes Cornucopia Percent of map unit. 5 percent Ecological site: F092XY015W1 Other vegetative classification: Maianthemurn canadense , valley (ATM) Hydric soil rating: No - Clayey Uplands Acer saccharum - Tsuga canadensis / Sugar Maple - Eastern Hemlock / Oild Lily-of-the- Sedgwick Percent of map unit: 3 percent Ecological site: F092XY012WI - Moist Clayey Lowlands Other vegetative classification: Acer saccharum I Sanicula spp. - Mitchella repens . Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi) Hydric soil rating: No Sanborg Percent of map unit: 3 percent Ecological site: F092XY015WI - Clayey Uplands 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 I Black Snakeroot (ArAbSn) Hydric soil rating: No Badriver Percent of map unit: 2 percent Ecological site: F092XY007WI - Wet Loamy or Clayey Lowlands Other vegetative classification: Acer rubrum - Abies balsamea / Sanicula marilandica , Red Maple - Balsam Fir! Black Snakeroot (ArAbSn) Hydric soil rating: No Allendale Percent of map unit: 2 percent Ecological site: F092XY012WI - Moist Clayey Lowlands 17 RECEIVED JUL 08 Z026 Custom Soil Resource Report Bayfield Co. Planning and Zoning Agency Other vegetative classification: Acer saccharum / Sanicula spp. - Mitchella repens , Sugar Maple / Black Snakeroot - Partridgeberry (ASnMi), Acer rubrum - Abies balsamea / Vaccinium angustifolium - Comus canadensis , Red Maple Balsam Fir/ Low Sweet Blueberry - Bunchberry (ArAbVCo) Hydric soil rating: No EL:] ti w HWN Custom Soil Resource Report Soil Map m� r �O �]IY CNU iu.a�®Gl f8/A flS441 [a:.aU �;q di +] ffKiA 5 t MapSdC 1i +dT�i y7 A A a0 1A M41 NUb Made Una:UG586 Edge b3 U1M112mIP 141 HCSdt 9 2025 Aerial Defoe Basina PP i ;th ,•�r 1 1 Aej S ^ I r v 1 - ,<�V F/ytr,."I s. � _ F �t� ' S PP tip, , r ' L DEFOE,,_ WI r rj s. �,• � � r I,, a !49 ' jj ) �M 7 r e r 7 ?. !t 1 k 1 /. 4 aft ;sP acs!11s.1 ••+ r ,... Ia � �'- n,;: x ♦l, 7/2/2026, 1:37:28 PM • Address Driveway All Roads Approximate Parcel Boundary — Town Q Municipal Boundary Section Parcel Dimensions Wetlands 0 EI1:: III 0.01 I 1:2,274 0.03 0.05 ml 0 I 0.02 I 0.04 .' 0.08 km Added by K. Petzel Contours Defoe Basina PRRID/Tax ID # 38473 ADAM & CHELSIE ANDERSON / 94 oP y41 PRPID/Tux TD #38474 1.2399 DNDOSSACOr. R014399 ONDOSSACON RD pRPID/Tax ID #30746 TRACY L DEFOE t LI PAUL W KACVINSKY JR O 944 404 WtDID/Tax ID #38477 DAVID R A TERRI L B BAHE 7/2/2026, 1:36:53 PM 1:792 -.: Approximate Parcel Boundary 0 0.01 0.01 0.03 mi Road Type bayfield gis.SDE.T Washburn 001 0.03 0.06 km Town Index 0 0-- 0 Intermediate a) o 101 Baylleld County Land Records Depanmanl 1 Building j s O s o ry o m Added by K. Petzel m c v 6eyrbld County Zoning Application bttpsl//maps.bayfieicounty.w1,oviZoaingwAB/ 2 BAYFIELD 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: WISHY,KIMBERLY A 30787 DUCKWEED DR BURTRUM, MN 56318 DEFOE, TRACY L 30787 DUCKWEED DR BURTRUM, MN 56318 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00460 Transaction Number: SR-00460-49D2C Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 10802 Paid by: Superior Plumbing & Mech Inc, 1015 11th Ave E, Ashland WI 54806 Payment Type: Check Transaction Date: 7/14/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.