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Home My WebLink About142-26S R-ootl-S °`rN1T1° r Wisconsin Departmentof Safety& Professional Services Page 1 of 3 (tfDivision of IndustryServices �L TEST # f12—.t�p S SOIL EVALUATION REPOR �d ,, In accordance with SPS 385, Wis. Adm. Code County Bayfield Attach complete site plan an paper not less than 8 1/2 x 11 Inches In size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 04-024-2-47-08-22-3 05-001-21000 Please print all Information. 9ewed by I 'I I I Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). W 1 Property Owner Property Location ❑ ❑ Carol M. Miller Govt.Lot 1 '/ /. S 22 T 47 N R 08 E (or)® Property Owner's Mailing Address Site Address or CSM and Lot #: PO BOX 217 Lot #1 CSM #1666 in V.10 P.14 City, State, Zip I Phone Number ❑ City ❑ Village ® Town I Nearest Road Iron River, WI 54847 ( ) Iron River 10245 Pine Lake Rd ❑ NewConstruction Use: l'Residential/Numberofbedrooms 3 ® Replacement ❑ Public or commercial — Describe: Parent material Outwash sand (Sayner series) General comments and recommendations: derived deslgnflow rate 450 GPD Plan.�elevation if applicable N/A ft, 01 Zo42s U eonn9 Planning and Zoninn QE [ii Boring # NE Pg Ground surface elev. 103.5 ft. Depth to qq 96 95.5 ® p llrrnun g11'adorin. / elev._R. enn Annie Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eft#1 ,ER#2 1 0-2 7.5YR 3/2 — S Osg ml as 14 0.7 1.6 2 2-5 7.5YR4/3 — s 0sg ml cw 1vf 0.7 1.6 3 5-14 7.5YR 4/4 — Osg ml aw 1m/2f 0.7 1.6 4 14-47 7.5YR 4/4 — 5%cR)r<o. Osg ml cw 1vf 0.7 1.6 5 47-68 7.5YR 4/4 — vcos 0sg ml as — 0.7 1.6 6 68-96 5YR4/4 — cos Osg ml — — 0.7 1.6 BoIing 2❑ Boring # SW OPit Ground surface elev. 101.8 ft. Depth to limiting factor 96 in. / elev. 93_8 Sell Annlicatian Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •ER#1 •Eff#2 1 0-10 7.5YR 3/2 — Is 0sg ml aw 3f 0.7 1.6 2 10-20 7.5YR 4/4 — Is Osg ml cw 2f/1vf 0.7 1.6 3 20-50 5YR414 — (30%GR)ms Osg ml aw 2vf 0.7 1.6 4 50-57 5YR 4/4 — cos 0sg ml aw 1 m 0.7 1.6 5 57-96 10YR 5/4 s osg ml — 1f 0.7 1.6 nds of lamellae in Horizon CST Name (Please Print) Signature - CST Number Keith Wiley 654921 Address Date E aluation Conducted Telephone Number 11623 E Larson Dr. Lake Nebagamon, WI 54649 - 8/24/2024 I 218-451-2611 Effluent #1 = BUD > 30 5 220 mg/L and TSS > 30 5150 mg/L • Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R03/22) Page 2 of 3 ❑ Boring 7 3 Boring # mid ® Pit Ground surface elev. 101.4fl, Depth to iimiting factor 96 In. I elev. 93.4 ft. Snil Annliratinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cant. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 E11#2 1 0-4 7.5YR 3/2 — s Gag ml aw icoflvf 0.7 1.6 2 4-10 7.5YR 5/4 — s Osg ml •Cw lmmron 0.7 1.6 3 10-57 5YR4/4 — ortlycos Osg ml aw 14 0.7 1.6 4 57-96 5YR 4/4 — cos Osg ml — — 0.7 1.6 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev.ft. Soil Anal Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ftr •Etf#1 •E11#2 .0 UIL Planning -. -'ngA 4ency ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev.ft. SoilAnol Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cant Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' •Eff#1 Eff#2 Effluent #1 = BOD > 305 220 mg/L and TSS > 30 5150 mg/L * Effluent #2 = BOO, 530 mg/L and TSS 5 30 mg/L Miller (3 bedroom) Soil Report Plot Plan +' LOT 1 M #1666 IN V.10 P.1 S22 T 7N R08W JUN ° A Town if Iron Rive $ 04-02 -2-47-08-2 -3 05-001- 1000 Pla ling and Zonin 4.030 icres as ,• 01' ,,. Qy 2 aun lak Mil y .00 Septic tank& rainfleld to be abandoned p r . —wr_____ ______ __ ______ _ __ - ______ Scale 1:60 _______ NOTES: x Bench Mark = Duplex nail w/ yellow ribbon in 11" DBH Maple tree - Lake Millicent elev z 80' Elev =100.0' I I I - Propertylines not shown > 100' from tested area CST # 654921 Page 3 of 3 3 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: Submission Number: MILLER, CAROL M SR -00425 PO BOX 217 IRON RIVER, WI 54847-0217 Transaction Number: SR-00425-4A4EF Description Certified Soil Tests - Review & Filing Fee Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 10179 Paid by: Belknap Plumbing & Heating Co Inc, 1414 Belknap St, Superior WI Payment Type: Check Transaction Date: 10/2/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.