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Home My WebLink About06-25Sk- 0020^ ^^ Wisconsin Department of Safety and Professional Services _ vv^^. Division of Industry Services --— ^ f:)^-^. SOIL EVALUATION REPORT Page 1 of 3 I n accordance With SPS 385 Wis Adm. Code I County Attach complete site plan on paper no! less than 8 1/2 x 11 inches in size Plan must include. ;_'".'-^_^~""^-. but not limited to: vertical and horizontal reference point (BM) direction and percent slope, j Parcel IDscale or dimensions, north arrow, and location and distance to nearest road S 11330 •-"-1 Please print all information.Revised Personal informaljonyou providemay Os used for secondary purposes (Privacy Law; s l504(1i(mn j L-,1 Property Owner DEAN & CHERIE L LOUMA TRUSTEES Property Owner's Mailing Address 12114 336''<AVE City State TWIN LAKES I Wl Property Location Govt Lot SW 'A SW 'A S 03T 50NR 07 Dale^A^_^ \2/^ a ' B E (or) W Zip Code S3181 Phone Number (8471 502-4008 Lot H D Ciiy Block »Subd. Name or CSMff D Village [>3 Town j CLOVER Nearest Road STATE HWY 13 I [_] New Construction Use El Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD EE3 Replacement Q Public or commercial - Describe Parent material SANDY OUTWASH UNDERLAIN BY Sll/TYDEPOSITS _ Flood Plain elevation if applicable M ft General comments and recommendations: SITE SUITABLE FOR A MOUND SYSTEM Id :ggl5fg FEB 1 1 2025 Boring #D SoringEjp'i Ground surface etev _S7S__ K Bayfielci Co. Zoning Dept. Depth lo limiting factof _l3_ in Horizon 1 Depth In 0.3 2 ! 3.13 3 ! 13-2S•ii Dominant Color Munselt 7 5YR 3/2 7 5YR 4/6 5YR 7/3 __ Redox Description Qu.Az Cont Cokar NA NA c2d 5YR 6/8 Text sl s set Structure Gr. Sz Sh 2fabk _.._1,^.^.. Consistenc®Boundary ml — -i^cs Roots ; Osg 1 2mabk !t-"~ m'' md cw i NA 3m 2( Soil Application Rate GPD/Ff -6fW1 i 'Effi»2 0.6 1 0 07 r^0.0 Boring *a BoringC3 Pit Ground surface eiev 959 ft Depth lo limiting factor _12.. in Horizon Depth In 0-3 3-12 Dominant Color | Redox Description ! Texture Munsell Qu Az Cont Color 7 5YR 3/2 7.5YR 4/6 12.25 J5YR7/3 "r Consistence ! Boundary | Roots • Efflueni #1 = BOD. > 30S 220 mg/L and TSS > 30 £ 150 mg/L CST Name (Please Print) EDWARD J WROBLEWSKI Address ! 84805 HATCHERY RD. BAYFIELD, Wl 54814 • Effluent S2 = BOP. > 30 S 220 mg/L and TSS > 30 S 150 mg/L CST Number "D72000013-SP Date Evaiuation Conducted 6/26/2024 Telephone Number 715.209-4055 ---I SBD-3330(R04/15t PoiiA ^SO.oo Z/2S/20ZS U2^ -SE-- 000.0^ Wisconsin Department of Safety and Professional Services Division of Industry Services /^^ \ SOIL EVALUATION REPORT \^ils>l5^/ in accordance with SPS 385, Wis. Adm. Code Attach complete site plan on paper nBttess than 81/2x11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Personal information you provide may be used for secondary purposes(Privacy Law, s. 15.04(1)(m)). Page 1 of 3 CountyBAYFIELD Parcel I.D.11330 Reviewed by Date Property Owner DEAN & CHERIE L LOUMA TRUSTEES Property Location D ^ Govt. Lot SW 1/4 SW % S 03T50 NR 07 E (or) W Property Owner's Mailing Address 12114 336™ AVE Lot #Block #Subd. NameorCSIVW City TWIN LAKES State Wl Zip Code 53181 Phone Number (847) 502-4008 D City D Village Town CLOVER Nearest Road STATE HWY 13 Q New Construction Use: 13 Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD IZ] Replacement D Public or commercial - Describe: Parent material SANDY OUTWASH UNDERLAIN BY SILTY DEPOSITS Flood Plain elevation if applicable NA ft. General comments and recommendations: SITE SUITABLE FOR A MOUND SYSTEM ^ IEHI ^ FEB 1 1 ZOZ5 B Boring #D Borings Pit Ground surface elev. 97.6 ft. Bayfieid Co. Zoniny DepL Depth to limiting factor 13 in. Horizon 1 2 3 Depth In. 0-3 3-13 13-26 Dominant Color Munsell 7.5YR 3/2 7.5YR 4/6 5YR 7/3 Redox Description Qu. Az. Cont. Color NA NA c2d 5YR 6/8 Texture sl s scl Structure Gr.Sz. Sh. 2fabk Osg 2mabk Consistence ml ml mfi Boundary cs cw NA Roots 3m 2f 1f Soil Application Rate GPD/Ft2 *Effff1 0.6 0.7 0.0 *Eff#2 1.0 1.6 0.0 Boring #D Borings Pit Ground surface elev. 95.9 ft.Depth to limiting factor 12 in. Horizon 1 2 3 Depth In. 0-3 3-12 12-25 Dominant Color Munsell 7.5YR 3/2 7.5YR 4/6 5YR 7/3 Redox Description Qu. Az. Cont. Color NA NA c2d 5YR 6/8 Texture sl s set Structure Gr.Sz. Sh. 2fabk Osg 2mabk Consistence ml ml mfi Boundary cs cw NA Roots 3m 2f 1f Soil Application Rate GPD/Ft2 *Eff#1 0.6 0.7 0.0 *Eff#2 1.0 1.6 0.0 * Effluent #1 = BOP, > 30 S 220 mg/L CST Name (Please Print) EDWARD J WROBLEWSKI Address 84805 HATCHERY RD, BAYFIELD, Wl 54814 andTSS>3QS 150mg/L Signature ~csDate Evaluation Conducted 6/26/2024 * Effluent #2 = BOD > 30 s 220 mg/L and TSS > 30 s CST Number ~tT72G00013-SP Telephone Number 715-209-4055 150 mg/L SBD-8330(R04/15) Boring #D Borings Pit Ground surface elev. 95.1 ft.Depth to limiting factor 11 in. Horizon 1 2 3 Depth In. 0-4 4-11 11-25 Dominant Color Munsell 7.5YR 3/2 7.5YR 4/6 5YR 7/3 Redox Description Qu. Az. Cont. Color NA NA c2d 5YR 6/8 Texture sl s scl Structure Gr. Sz. Sh 2fabk Osg 2mabk Consistence ml ml mfi Boundary cs cw NA Ins '• Root; 3m 2f 1f Jl Soil Application Rate GPD/Ft2 *Eff#1 s 7 0 i'f 1^ *Eff#2 1.0 1.6 0.0 !P Boring #D BoringD pit Ground surface elev. FEB I 1 2025 - Depth to limiting fact0p"i! ( Qn, ^onli'iu L'o.'j'. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cent. Color Texture Structure Gr.Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *Efl#1 *Eff#2 Boring #D BoringD pit Ground surface elev.Depth to limiting factor Horizon Depth In Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr.Sz. Sh. Consistence Boundary Roots Soil Application Rate GPD/Ft2 *Ef?1 *Eff#2 * Effluent #1 = BOD, > 30 :s 220 mg/L and TSS > 30 s 150 mg/L * Effluent #2 = BOD, > 30 S 220 mg/L and TSS > 30 S 150 mg/L EDWARD J WROBLEWSKI, CST#SP-72000013 SOIL TEST PLOT PLAN DEAN&CHERIELLUOMA 16160 STATE HWY 13 E1/2 SWSW IN V. 1078 P.237 173 (LUOMA TRUST DTD 05/04/2011) S03 T50N R07W TOWN OF CLOVER, Wl SCALE 1"= 50' N 0 id 11? E it FEB 1 1 2025 ^; idayffefd Co. Zoning Dept. >100'TO NORTHLOT LINE STATE HWY 13 A = BM 20" MAPLE. SCREW IN BASE» 100.0' 16 20 3'0 40 SHEET 3 OF 3 BAYFIELD COUNTY CHECKLIST FOR CERTIFIED SOIL TESTS f^ Rfp R DVR f^& i! I fe j] Submit the Following (Use Permanent Ink): jjj pp-p ^ ?[J| <Check List ^ayfleid Co. Zoning Oept ^J3-fridex Page / Title Sheet (Optional) i.0^5riginal Soil Evaluation Report (Submitted in Deed Holders Name - jiot prospective buyers) riginal Plot Plan -—-Qtross Section Soil Profile Sheet (optional) ^--&-Additional Information (Warranty/Quit Claim Deed) (Optional) Soil Evaluation Report: (Include the following Information) 3arcel Identification Number (must be 23 digit Tax ID#') DO NOT USE 12 digit, they are no longer being used Owner's Information (not prospective buyer's name) 'roperty Location (Accurate Legal Description with Sec/Twp/Range) ^oad Name (where driveway is/will be coming off of) Elevation, Flow Rate, Comments and Recommendations yETCorr)plete Soil Boring / Pit Information D^Date Soil Evaluation was conducted Name, Signature, Number, Address and Phone Number a *Date Stamp* Plot Plan: (Include the following information drawn to dimension or to scale) 'Bench Mark (Description, Elevation and Location) 'tontour Lines (Example = 98.0' ,96.0' ,94.0') Location (Sec/Twp/Range/, Accurate Legal Description) iorings (Locations and Elevations) B^Pejcent and Direction of Land Slope 'W§11 Location (Including Neighboring Wells, if applicable) 'Location of Wetland Areas, Floodplain and Navigable Waters 'Buildings, Driveways, and Structures (Location and Descriptions) Location of Property Lines B^Existjpg System Location B-^jdress Number and Road Name ^urr^nt Surface Elevation of Wetlands and Navigable Waters "CST, Owner and Property Information Jorth Arrow Fee: D Certified Soil Tests - Review & Filing Fee 50.00 U/forms/sanitary/checklist/checklistforcsts