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Home My WebLink About157-26SR- oose9 RECEIVED µTv`"rq. Wisconsin Department of Safety& Professional Services OCT 12 2026 Division of Industry Services SOIL EVALUATION REPO) Tyfield planning a In accordance with SPS 385, Wis. Adm. Code Coui Attach complete site plan on 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, Parc scale or dimensions, north arrow, and location and distance to nearest road. Please print all Information. Re Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner Property Location 0 Amv D. Kersey Govt. Lot 2 /. /. S 34 T 47 R 08 E (or)® 3 TEST # /5 7- 01 Bayfield I.D. 04-024-247-08-34-1 05-002-10000 Property Owner's Mailing Address Site Address or CSM and Lot #: 10410 Hillside Ln 2830 18th St NW City, State, Zip Phone Number ❑ City ❑ Village ® Town Nearest Road New Brighton, MN 55112 ( ) Iron River Hillside Ln ❑ New Construction Use: ® Residential/Numberofbedrooms 4 Code derived designflow rate 600 GPD is Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable N/A ft. Parent material Outwash Sands (Rubicon-Sayner complex) General comments and recommendations: �TkR D — — elt�2 ❑❑ Boring 1 Boring # Pit Ground surface elev. 94_1 ft. Depth to limiting factor 84 in. / slay. 87.1 ft. SoilAnolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 -Eft#1 Eff#2 1 0-7 7.5YR2.5/2 — Is 0sg dl cw lm/lf/lv 0.7 1.6 2 7-24 7.5YR 4/4 — Is Osg dl cw if 0.7 1.6 3 24-43 7.5YR 5/3 — Is 0sg dl aw if 0.7 1.6 4 43-64 7.5YR 5/4 — S 0sg dl aw — 0.7 1.6 5 64-84 1 OYR 6/4 — 10%GR) s 0sg dl — — 0.7 1.6 2❑ Boring # OBoring ®Pit Ground surface elev. 95.9 ft. Depth to limiting factor 84 in. / elev. 88.9 ft. Soil Soil Mblication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color TextureEStmetureConsistence Boundary Roots GPD/Ft' *Eff#1 Eff#2 1 0-9 7.5YR 2.5/2 — Is dl cw 3f 0.7 1.6 2 9-19 7.5YR 3/3 — Is dl as 3f/2vf 0.7 1.6 3 19-25 7.5YR 5/1 — Is dl as 1m/2f 0.7 1.6 4 25-44 7.5YR 5/4 — Is dl aw 1co/1f 0.7 1.6 5 44-64 7.5YR 5/4 — Is sg dl aw — 0.7 1.6 6 64-84 10YR 6/4 — Is Osg dl — — 0.7 1.6 Horizon 5 firm in p ace brew ing to singk. grain loamy and CST Name (Please Print) Signature % %lam CST Number 654921 Keith Wiley Address Date EvaCation Conducted Telephone Number 11623 E Larson Dr. Lake Nebagamon, WI 54849 9/20/2026 218.451-2611 Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, s 30 mg/L and TSS 5 30 mg/L SBD-8330 (R03/22) ❑ Boring ❑3 Boring # ® Pit Paget of 3 Ground surface elev. 96_5 ft. Depth to limiting factor 84 in. / elev. 89.5 ft. Soil Aoolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' •Eff#1 Eff#2 1 0-9 7.5YR 2.5/1 — Is Osg dl as 2f 0.7 1.6 2 9-13 7.5YR 5/1 — Is 0sg dl as 1m/2f 0.7 1.6 3 13-35 7.5YR 5/4 — Is 0sg dl aw 1m/1f 0.7 1.6 4 35-47 7.5YR 5/4 — s 0sg dl aw 1f 0.7 1.6 5 47-84 7.5YR 4/3 — (15%) cos Osg dl — — 0.7 1.6 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev, ft. Depth to limiting factor in. / elev. ft. Soil Aoolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 •Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor In. / elev. ft. SoilAnolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 'Eff#2 Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 5150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L RECEIVED OCT 12 2026 Bayfield Co. Planning and Zoning Agency Kersey (4 bedroom) Soil Report Plot Plan Amy D. Kersey /No\rth 10410 Hillside Ln \O PAR IN GOVT LOT 2 IN V.788 P.1047 727F IN DOC 2023R-601263 S34 T47N R08W Town of Iron River 04-024-2-47-08-34-1 05-002-10000 1.560 acres Scale 1:40 * Bench Mark = Top of well Elev = 100.0' 94 Hart Lake OHWM DW Septic tank & drainfield to be abandoned per SPS 383.33 ST ' demali O cc he eto a Ilyl Existing pom gyedroom Fous > o N m U c &fePtaced Wl !L CJ o co� hi o Well a 96' Garage sauna ✓7 �aa NOTES: Property lines not shown > 50' from tested area Hart Lake elevtt87' CST 119900002 -SP Page 3 of 3 P 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: KERSEY, AMY D 2830 18TH ST NW NEW BRIGHTON, MN 55112 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00529 Transaction Number: SR-00529-5BED7 Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 1144 Paid by: Coyote Septic Works LLC, 11623 E Larson Dr, Lk Nebagamon WI 54849 Payment Type: Check Transaction Date: 10/23/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.