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Home My WebLink About145-26S R- o 65 16 RECEIVED SEP 24 2026 Wisconsin Department of Safely& Professional Services Page 1 of 3 '4a Division of IndustryServices Planner aarid oni�„r�S QL TEST # SOIL EVALUATION REPO �_Z In accordance with SPS 385, Wis. Adm. Code County Bayfield 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, Parcel I.D. C' scale or dimensions, north arrow, and location and distance to nearest road. 04-004-2-44-09-04-1 05-010-06120 37613 Please print all Information. vl y Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). Property Owner I Property Location ❑ ❑ Timothy J. & Bonita M. Thom Joint Irrev Trust Govt. Lot '/. '/. S 04 T 44 N R 09 E(or)® Property Owner's Mailing Address Site Address or CSM and Lot #: 3725 Schiess Rd 10267 E HWY 2 City, State, Zip Phone Number U City U Village b J Town Nearest Road Poplar, WI 54864 ( ) Barnes 3725 Schiess Rd ❑ New Construction Use: ® Residential/Numberofbedrooms 3 Code derived designflow rate 450 GPD ® Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable N/A ft. Parent material Outwash Sands (Rubicon-Sayner complex) &ENTEREDGeneral comments and recommendations: 1❑ Boring # ❑ Boring ® Pit Ground surface elev. 98.8 ft. Depth to limiting factor 96 in. / elev.8 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' Eff#1 Eff#2 1 0-2 10YR 2/1 — s Osg ml as ln✓lf/lvf 0.7 1.6 2 2-6 10YR 6/1 — S Osg ml as lrnllf/h 0.7 1.6 3 6-32 7.5YR 5/4 — s Osg ml cw 2m/2f12 0.7 1.6 4 32-45 10YR 5/4 — s Osg ml gw if 0.7 1.6 5 45-96 10YR 6/4 — s Osg ml — — 0.7 1.6 2❑ Boring # ❑Boring ®Pit Ground surface elev. 95_8 ft. Depth to limiting factor 96 in. / elev. 87.8 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 0-4 10YR 2/1 — s 0sg ml as lrnllf/lv 0.7 1.6 2 4-19 7.5YR 5/4 — s Osg ml as lmllf/lv 0.7 1.6 3 19-53 10YR 5/4 — (5%GR) s Osg ml CW 2m/1f 0.7 1.6 4 53-96 1 OYR 6/4 — s 0sg ml — — 0,7 1.6 Horizon 4 has ban Is of stra ified sand CST Name (Please Print) Signatu CST Number Keith Wiley 654921 Address Date valuation Conducted Telephone Number 11623 E Larson Dr. Lake Nebagamon, WI 54849 8/29/2026 218-451-2611 Effluent #1 = BOD > 30S 220 mg/L and TSS > 30 5150 mg/L 'Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L SBO-8330 (R03/22) Boring # Page 2 of 3 ❑ Boring ® Pit Ground surface elev. 96.4 ft. Depth to limiting factor 96 in. / elev. 88.4 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 -Eft#2 1 0.4 1 0YR 2/1 — s Osg ml as 2co/lm/1 0.7 1.6 2 4-16 7.5YR 5/4 — S Osg ml gw 2m/2f 0.7 1.6 3 16-49 10YR 5/4 — a 0sg ml gw if 0.7 1.6 4 49-96 10YR 6/4 — S Osg ml — — 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/Ft' *Eff#1 'Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev._ft. Soil Aoollcaflon 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' 150 mg/L RECENED SE? 24 2028 p%annxr9 and Zu g A9e^c/ * Effluent #2 = BOD, 5 30 mg/L and TSS s 30 mg/L Thom (3 bedroom) Soil Report Plot Plan North Birch Lake 0HWM Acc ❑ 99' 97' Bldg Garage x i2 Previous septic system abandoned Proposed site of / ^ 3 bedroom house TIMOTHYJ & BONITA M THOM JOINT IRREV TRUST 3725 Schiess Rd LOT 2 CSM #2023 IN V.12 P.43 504 T44N R09W Town of Barnes 04-004-2-44-09-04-1 05-010-06120 2.74 acres Scale 1:60 4 S Bench Mark = Duplex nail w/orange disc in 8" DBH Birch Elev = 100.0' 95' 5.5% NOTES: - No well - Birch Lake Elevz75' CST 119900002 -SP Page 3 of 3 8- TFIELD 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: THOM JOINT IRREV TRUST, TIMOTHY J & BONITA MDTD 10/7/2024 10267 E HWY 2 POPLAR, WI 54864 Description Certified Soil Tests - Review & Filing Fee Submission Number: SR -00516 Transaction Number: SR -00516-57493 Amount . $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 1118 Paid by: Coyote Septic Works LLC, 11623 E Larson Dr, Lk Nebagamon WI 54849 Payment Type: Check Transaction Date: 10/7/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.