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Home My WebLink About35-26��`� Wiscgg7nlsin,A Safe Professional Services &(GJ� T #�5—a(o Page I of ,� .„,, a� DmsiEk≥ 9ntfuse s ces ty ,SP nAnC SOIL EVALUATION REPORT MAY 01 LULU - .,; "� In accordance with SPS 385, Wis. Adm. Code Attach complete site plan on g,( 1 /2 x 11 inches in size. Plan must include, but not limited to vertid 11ri?!ai r fe?ence point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. 'ersonal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). 186 7 2 - by r Date Property Owner LL Property Location \..J \../ Ii Ii Li Br pQ Govt. Lot & Y. Y. Say T y, N R C1 E (oqp Property Owner's Mailing Address Site Address or CSM and Lot #: a991 Covn SNW 70Skotltn Rd Zrov'Rh7eI w2 Sy9y City, State, Zip Phone Number ❑ City ❑ Village I2 Town Nearest Road Anhatltlo.Ie./AAI SS3o2 (3araaA4-8480 Wt.at,p_S koll,,n4 RdI N]NewConstruction Use: Residenflal/Numberofbedrooms� Code derived designflow rateH SQ GPD ❑ Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable ft. Parent material 50..'.NA4 — 1-1 General comments and recommendations: ENTEPW Boring# ❑Bodng nati Pit Ground surface elev 71ft. Depth to limiting factor I OD in. I elevo.1 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 - 415 _acs my-Cr .5- 1 -tr YP.S3R- rn .S I Is --a4" 3 bk tAt,ct s •S 1 - abk Mt - I ® Boring # ❑Boring ®u.� B Pit Ground surface elev.11 l R. Depth to limiting factor in. / ele R. 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 I O-(ctr 7.5 R 2 — 4s &c'bKM .5 2 -Ib° SYR313 — 15 a v --C 9 3y .5- 16 -as" S y - Is a.c.bk rAv4r 55 1 1.6 WC 4 — S p%4 — ivf CST Name (Please Print) TonPo l Ko s k I Signature] CST Number J 1 Address SI I S GTy %* IV B Ri wts494 Date Evaluation Conducted 4 -a1 -a6 Telephone Number Z o ar 218-39 -7095 Effluent #1 = BOO' 30 5 220 mg/L and TSS > 30 5150 mg/L ' Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L SBD-8330 (R03/22) Page a of Boring # ❑ Boring ] Pit Ground surface elev%Xft. Depth to limiting factor 0O in. / elevO8.. 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 ► O - 6 7S — 41 a k MI/-Cr - S' I z s - 41s z�ck •g -2q / — JaMcbt v gS .6 y a -I S y/b - 1 abk nU I v ❑ 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. 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 * Effluent #1=BOD> 305220 mg/L and TSS > 30 ≤150 mg/L * Effluent #2 = BOO, s 30 mg/L and TSS 530 mg/L I Soil Evaluation Site Map Owner: Bryn Hagberg Site Address: 6705 Kolling Rd, Iron River, WI 54847 Tax ID: 18672 Legal Description: A part of Government Lot Six (6) in Section Twenty-four (24), Township Forty-seven (47) North, Range Nine (9) West, Town of Hughes, Bayfield County, Wisconsin, more particularly described as follows: Commencing at the 1/16 section corner in the SE 1/4 of the aforesaid section; thence South on the 1/8 section line, 8.685 chains to iron pipe driven in the North side of large white pine stump; (herein designated as point A); thence continuing South on the 1/8 section line, 6 chains to the shore of Iron Lake, the point of beginning; thence return to Point A; thence East 1/5 chains; thence Southeasterly on deflection angle of 1118, 1 '/2 chains; thence Southwesterly on deflection angle of 85'27', 5.68 chains to Iron Lake; thence Westerly along the shore of Iron Lake to the point of beginning. 0 25 50 ft A N RECEIVED MAY 012026 BayfeId Co. Planning and Zoning �x sf'n9 Drainhald IBM® 700 ro ° 9g n' SB2° 96 92 g4 S63 m A Benchmark: Screw in oak tree Elevation 100' K. o Soil Borings: SB1 - Elevation 96.65' SB2 - Elevation 94.46' SB3 - Elevation 96.48' well Property Line Garage Existing ®Septic Tanks Soil Evaluated By: Tony Polkoski - CST #11068 Iron Lake Elevation 73.45 RECEIVED I'ig 0 12026 BAYFIELD COUNTY aay1eldCo. CHECKLIST FOR CERTIFIED SOIL TESTS Planning and Zorim9 Agenc Submit the Following (Use Permanent Ink): 9 Check List ❑ Index Page / Title Sheet (Optional) I¢1 Original Soil Evaluation Report (Submitted in Deed Holders Name — not prospective buyers) 0I Original Plot Plan ❑ Cross Section Soil Profile Sheet (optional) ❑ Additional Information (Warranty/Quit Claim Deed) (Optional) Soil Evaluation Report: (Include the following Information) TAlc ,S MaPareel Identification Number (must be-23digit Tax ID#) DO NOT USE 12 digit, they are no longer being used IT Property Owner's Information (not prospective buyer's name) X Property Location (Accurate Legal Description with Sec/Twp/Range) X Road Name (where driveway is/will be coming off of) O Floodplain Elevation, Flow Rate, Comments and Recommendations ;l Complete Soil Boring / Pit Information El Date Soil Evaluation was conducted X CST Name, Signature, Number, Address and Phone Number 56 *Date Stamp* Plot Plan: (Include the following information drawn to dimension or to scale) &l Bench Mark (Description, Elevation and Location) Is 1 Contour Lines (Example = 98.0' /96.0' /94.0') 5l Property Location (Sec/Twp/Range/, Accurate Legal Description) 4 Ql Borings (Locations and Elevations) N Percent and Direction of Land Slope X Well Location (Including Neighboring Wells, if applicable) Vl Location of Wetland Areas, Floodplain and Navigable Waters 1Q Buildings, Driveways, and Structures (Location and Descriptions) 6(I Location of Property Lines XI Existing System Location III Address Number and Road Name 1W Current Surface Elevation of Wetlands and Navigable Waters 1$ CST, Owner and Property Information North Arrow Fee: $I Certified Soil Tests - Review & Filing Fee $ 50.00 U/farms/sanitary/check] ist/checklistforests B'FIELD 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: HAGBERG, BRYN SR -00402 2847 COUNTY RD 5 NW ANNANDALE, MN 55302 Transaction Number: SR -00402-457D8 Description Amount Certified Soil Tests - Review & Filing Fee $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 6304 Paid by: Polkoski Plumbing, PO Box 522, Iron River WI 54847 Payment Type: Check Transaction Date: 5/12/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.