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Home My WebLink About141-26S R- oosaa SOIL TEST #141-26, Wisconsin Department of Safety& Professional Services F Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code ICounty Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, Bayfield but not limited to vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. j scale or dimensions, north arrow, and location and distance to nearest road. I 04-004-2-45-09-07-4 Please print all Information. I R'ed 3 Property Owner Property Location Li Li Brent J. & Tammy S. Diedrich Govt. Lot 1 v. s 07 T 45 N R 09 E (or)® Property Owner's Mailing Address Site Address or CSM and Lot #: 300 Pine Hill Rd SHAWNEE ADD TO POTAWATOMI LOT 53 City, State, Zip I Phone Number I LI City LI Village ILl Town I Nearest Road Millyille, MN 55957 ( ) Barnes 56440 wilderness Ct ® New Construction Use: ® Residential/Numberofbedrooms 3 Code derived designflow rate 450 GPD Flood Plane anon if applicable N/A $. 0 Replacement ❑ Public or commercial — Describe: Parent material Outwash Sands (Rubicon Series) s General comments and recommendations: eaYfield Co• Joa6 -- -----t'bMtMW.aid-zoning ❑Boring 1 Boring # Pit Privy ® Pit Ground surface elev. 97_1 ft. Depth to limiting factor 84 in. / elev.90 1 ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 'Eff#2 1 0-4 10YR 2/1 — s Osg ml cs 1m/1f/lvf 0.7 1.6 2 4-10 10YR 3/2 — s Osg ml gw lm/1f 0.7 1.6 3 10-16 1 0YR 4/6 — s Osg ml gw lm/1f 0.7 1.6 4 16-26 10YR 5/3 - (10%GR)r 0sg ml gw 1f/1vf 0.7 1.6 5 26-60 1OYR4/4 - 6 Osg ml gw 1f 0.7 1.6 6 60-84 10YR 6/4 — s Osg ml — — 0.7 1.6 Horizon 6 has ban Is of lam Ilse 2❑ Boring # ❑Boring ®Pit Ground surface elev. 94_6 ft. Depth to limiting factor 96 in. / elev. 86.6 ft. SoilAnolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Cr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 •Eff#2 1 0-2 1 0YR 2/1 — s Osg ml as 1vf 0.7 1.6 2 2-8 10YR 3/3 — s Osg ml cs irn/if/ivl 0.7 1.6 3 8-17 10YR 3/4 — s Osg ml cs 2m/lfnvt 0.7 1.6 4 17-48 10YR5/4 — (5%GR)s 0sg ml CW 1m/1f 0.7 1.6 5 48-96 10YR 6/4 — s 0sg ml — 0.7 1.6 CST Name (Please Print) Signatur CS mber Keith Wiley / v 654921 Address Date E ualion Conducted Telephone Number 11623 E Larson Dr. Lake Nebagamon, WI 54849 9/20/2026 I 218-451-2611 Effluent #1 = BOD > 30' 220 mg/L and TSS > 30 5150 mg/L ' Effluent #2 = ROD, 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R03/22) ❑ Baring 3 Boring# ®Pit Page 2 of 3 Ground surface elev. 92.4 ft. Depth to limiting factor 96 in. / elev. 84.4 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 Eff#1 'Eff#2 1 0-3 10YR 2/1 — s 0sg ml as 1f/1vf 0.7 1.6 2 3-8 10YR 3/3 — S 0sg ml gw 1f/1vf 0.7 1.6 3 8-13 10YR 3/4 — s 0sg ml ow co/1M1f 0.7 1.6 4 13-30 10YR 5/4 — (5%GR) s 0sg ml gw 1 co/2m/1 0.7 1.6 5 30-96 10YR 6/4 — s Osg ml — — 0.7 1.6 Boring # ❑ Boring ® Pit Ground surface elev. ft. Depth to limiting factor 96 in. / elev. 85.3 ft. I Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPO/Ft' 'EfI#1 *Eff#2 1 0-5 10YR 2/1 — s Osg ml as 2vf 0.7 1.6 2 5-15 10YR 3/3 — s 0sg ml cs lnvlf/lv 0.7 1.6 3 15-33 10YR5/4 — (5%GR)s Osg ml gw 1m/1vf 0.7 1.6 4 33-96 10YR 6/4 — $ 0sg ml — 0.7 1.6 ❑ ❑ 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/Ft2 Eff#1 Eff#2 Effluent #1 = SOD > 30 5 220 mg/L and TSS > 305150 mg/L RECENED SEP 29 2026 Bayfield Co. Planning and Zoning Agency Effluent #2 = BOO, s 30 mg/L and TSS 5 30 mg/L Diedrich (3 bedroom) Soil Report Plot Plan North PA BRENT J & TAMMY S DIEDRICH 56440 WILDERNESS CT SHAWNEE ADD TO POTAWATOMI LOT 53 IN V.1150 P.506 2698 IN DOC 2026R-613129 S07 T45N R09W Town of Barnes 04-004-2-45-09-07-4 00-277-40000 1.121 acres Scale 1:40 91' RECEIVED SEP 292026 BayfieW Co. Planning and Zoning Agency —> NOTES: K Bench Mark = SE corner of deck on shed - No well Elev = 100.0' 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: Submission Number: DIEDRICH, BRENT J & TAMMY S SR -00522 300 PINE HILL RD MILLVILLE, MN 55957 Transaction Number: SR-00522-56D5C Description Amount Certified Soil Tests - Review & Filing Fee $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 1120 Paid by: Coyote Septic Works LLC, 11623 E Larson Dr, Lk Nebagamon WI 54849 Payment Type: Check Transaction Date: 10/1/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.