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Home My WebLink About155-26S R- ot0S3q °w""'° SOIL TEST # / 2 Pa Wisconsin Department of Safety&ProfessionalServices SS_ / geof a t�f Division of Industry Services b ' tt) e _ $p8 SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code County p /� Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, . -F t e- I but not limited to vertical and horizontal reference point (BM), direction and percent slope,D. scale or dimensions, north arrow, and location and distance to nearest road. Z Please print all information. Ree -7 Date I1 Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). lV "r'l� / I /q4,46 6�7 Property Owner Property Location ❑ w 4rm R'vr-c> L— --tl Govt. Lot`{ SKP/. SKp/. S Z() TSS N R Ct E (or) W Property Owner's ailing Address Site Address or CSM and Lot #: 27t,Tynnei ROLLcI S42.26 Sck'rlle-,r Road City, State, Zip Phone Number ❑ City 0 Village 12 Town I Nearest Road fl InP Giry AAA/ S_K-O19 ((O17 9re,S- 1125 ISc.k1tev Rd M NewConstruction Use: 19 Residential/Numberof bedrooms ❑ Replacement ❑ Public or commercial — Describe: Parent material Out W 0.CIn So, viol S General comments and recommendations: © Boring # ❑ Boring // ®Pit Ground surface elev.69. oft. Code derived designflow rate 3 0OGPD Flood Plan elevation if applicable ft. Depth to limiting factor I 1 O in. / elevll61 ft. I Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence BoundakRools GPD/Ft2 *Eff#1 *Eff#2 b -LL I0Y 3 — Is Os3 dl CS . 1, 2 -ticSR'-/ - 1. ® Boring # ❑boring pp�� Pit Ground surface elev. loft. Depth to limiting factor I I Z in. / elevro .O7ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' *Eff#1 "Eff#2 6-10 Iv R3/ Is Ogg di CS 3cr,ha z - S OSj di - a II6 ACT 15 2026 Boyfiold Co. P nning and Zoning Agen CST Name (Please Print) P I Kos (c; I Signature v / '/�- /(� CST Number Address Sl 1 S Lt,'.+Tv( Hwy I Date Evaluation Conducted 8-I5-2 6 Telephone Number 218-3R 2r wS sI 1- 7e S Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 5150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS S 30 mg/L SBD-8330 (R03/22) Page z _ of Z ❑ ❑ Boring Boring # ® Pit Ground surface elev i ≤ 0 p ft. Depth to limiting factor 1 13 in. I elev. 6.�ft. Soil Annlicatinn Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft' *Eff#1 *Eff#2 O -t0 lo?P3/3 3 — IS Os3 oH LS 3c ""J 1.6 t -ti≤ S — S osy •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. Sz. 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. I elev. ft. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz. 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 5 150 mg/L * Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L RECEIVED OCT 15 2026 Bayfield Co. Planning and Zoning Agency Combined Soil Evaluation/System Plot Plan Component Manual Design References: In -Ground Soil Absorption for POWTS Version 2.1 Owner: Jeffrey & Rita Lahti Site Address: 54220 SCHILLER RD, BARNES, WI 54873 Tax ID: 2665 Legal Description: A piece or parcel of land in Government Lot Four (4), Section Twenty (20), Township Forty-five (45) North, Range Nine (9) West, Town of Barnes, Bayfield County, Wisconsin, described as follows: Commencing at the Southwest comer of said Section 20 and from said Southwest corner along the west section line in a northerly direction a distance of 1300 feet to the one sixteenth (1/16) line fora place to beginning; thence North along the west section line of said Section 20 a distance of 225 feet; thence at right angles East and parallel to the One Sixteenth (1/16) line a distance of 200 feet to the shore of Little Tomahawk Lake; thence in a Southwesterly direction along the shore of Little Tomahawk Lake to the sixteenth line of said Section 20; thence in a westerly direction along the one sixteenth (1/16) line a distance of 138 feet to the place of beginning. --- Approximate property Line o Soil Test Pits: 1 - Elevation - 96.0' 2 - Elevation - 96.0' 3 - Elevation - 95.8' A Benchmark - Screw in oak tree Elevation - 100' Soil Evaluated By: To Polkoski - 11068 -ST -� , 4es4; Plumber: Allan Polkoski - PMRS 220090 0 50 100 ft A N -C 0 30 A Tank - Wieser WLP1000-MR Filter - PolyLoc PL -525 Cabin to be All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 Proposed 2 Bedroom Home No existing wells on Property 2 13. YFIELD Property Owner: LAHTI TRUSTEE, JEFFREY F 23276 TUNNEL RD PINE CITY, MN 55063 SPARKS-LAHTI TRUSTEE,RITA M 23276 TUNNEL RD PINE CITY, MN 55063 Bayfield County Planning & Zoning Department 117 E 5th Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-0114 Description Certified Soil Tests - Review & Filing Fee Submission Number: Transaction Number: SR -00534-58089 Amount $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 6369 Paid by: Polkoski Plumbing, PO Box 522, Iron River WI 54847 Payment Type: Check Transaction Date: 10/16/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.