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Home My WebLink About149-26SR-ooSa3 RECENED OCT 012026 e°"Mrv°`rq, Division of Industry Services Bayfl Co. Wisconsin Department of Safety & Professional Services loningAgency SOIL EM ION REPOFSOIL. In accordance with SPS 385, Wiis. Adm. Code I County 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, I Parcel) 1.. scale or dimensions, north arrow, and location and distance to nearest road. 04 Please print all information. Page 1 of__3 TEST # I9q-a� Bayfield 004-2-45-09-30-3 03-000-06000 Property Owner I Property Location U U Bryan Granfors Govt. Lot SW ''A SW ''A S 30 T 45 N R 09 E (or)® Property Owner's Mailing Address Site Address or CSM and Lot #: 53210 State HWY 27 11050 S Ellison Lake Rd City, State, Zip Phone Number U City U Village NJ Town Nearest Road Solon Springs, WI 54873 (218 t 330-7875 Barnes 53210 State Hwy 27 ❑ New Construction Use: ELI Residential/Numberofbedrooms Z ® Replacement ❑ Public or commercial — Describe: Parent material Outwash Sands (Rubicon Series) General comments and recommendations: ENTERED Code derived designflow rate JDO GPD Flood Plan elevation if applicable N/A ft. Boring # ❑ Boring ® Pit Ground surface elev. 98_8 ft. Depth to limiting factor 84 in. / elev. 91_8 ft. I SailAool Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/FR •Eff#1 •Eff#2 1 0-5 10YR 2/2 — s Osg dl as 1Vf 0.7 1.6 2 5-12 1OYR4/4 — S Osg dl cs if 0.7 1.6 3 12-31 10YR 5/4 — s Osg dl Cs 1m/1f 0.7 1.6 4 31-45 10YR 5/4 — 5%FGR) s 0sg dl cs if 0.7 1.6 5 45-53 1OYR4/4 — Cos 0sg dl cs — 0.7 1.6 6 53-84 1 0YR 6/4 — s 0sg dl — — 0.7 1.6 2❑ Boring # ❑Boring ®Pit Ground surface elev. 986__ ft. Depth to limiting factor 84 in. / elev. 91_6 ft. Soil Annlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color TextureEStructureConsistence Boundary Roots GPD/Ft' •Eff#1 •Eff#2 1 0-4 10YR 2/2 — s dl as 1vf 0.7 1.6 2 4-16 1OYR4/4 — S dl cs 1m/1f 0.7 1.6 3 16-41 10YR 5/4 — s dl cs 1f 0.7 1.6 4 41-74 10YR4/4 — (5%FGR)coadl as — 0.7 1.6 5 74-84 10YR 6/4 — s 0sg dl — — 0.7 1.6 CST Name (Please Pont) I Signature CST Number 654921 Keith Wiley Address Date Evaluation Conducted Telephone Number 11623 E Larson Dr. Lake Nebagamon, WI 54849 9/26/2026 218.451-2611 Effluent #1 = BOD > 30 S 220 mg/L and TSS > 30 5150 mg/L ` Effluent #2 = BOO, S 30 mg/L and TSS 5 30 mg/L SBD-8330 (R03122) Page 2 of 3 ❑❑ Poring 3 Boring # ® Pit Ground surface elev. 98_8 ft. Depth to limiting factor 84 in. / elev. 91_6 ft Soil Application Rate 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 1 0-6 10YR 2/2 — s Osg dl as 1f/1vf 0.7 1.6 2 6-25 10YR4/4 — s Osg dl Cs 1f/lvf 0.7 1.6 3 25-36 10YR 5/4 — 5%FGR) s 0sg dl Cs lvf 0.7 1.6 4 36-84 10YR 6/4 S Osg dl — — 0.7 1.6 ❑ Bodng # ❑ Boring — ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. SoilAnnl Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPO/Ft' 'Eff#1 'Eff#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 Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' *El 'Eff#2 Effluent #1 = BOD > 305 220 mg/L and TSS > 30 5150 mg/L RECEIVED OCT 01 2026 Bayfie d Co. Planning and Zoning Agency * Effluent #2 = BOD, 5 30 mg/Land TSS 5 30 mg/L North Scale 1:40 Granfors (2 bedroom) Soil Report Plot Plan S Septic tank & drainrield to be 57 abandoned per SPS 383.33 0 x Bench Mark = Duplex nail w/ orange disc in 19" DBH Red Pine Elev = 100.0' 9. 99.8' OWeII 2 bedroom house RECEIVED 0CT 012026 gayfeld Co. Planning and Zoning Agency' Pronertv line O O Garage Garage ,Driveway to State H WY 27 line Bryan Granfors 53210 State H W Y 27 2 PAR IN SW SW IN V.208 P.527 (1.033A) V.340 P.320 1315L S30 T45N R09W Town of Barnes 04-004-2-45-09-30-3 03-000-06000 2.143 acres NOTES: Property lines not shown > 50' from tested area Tested area level Existing inlet elev 296.5' CST 1 900002 -SP Page 3 of 3 I3 YFIELD I E LD 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: GRANFORS, BRYAN SR -00523 11050 S ELLISON LAKE RD SOLON SPRINGS, WI 54873 Transaction Number: SR-00523-57A4C Description Amount Certified Soil Tests - Review & Filing Fee $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 1141 Paid by: Coyote Septic Works LLC, 11623 E Larson Dr, Lk Nebagamon WI 54849 Payment Type: Check Transaction Date: 10/12/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.