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HomeMy WebLinkAbout119-26S I2.-aoSoo SOIL TEST #/fl 20 s c;ki3"'y Wisconsin Departmentof Safety & Professional Services Page 1 of r!� Division of Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wls. Adm. Code ICounty 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.-44-09 scale or dimensions, north arrow, and location and distance to nearest road. 040042-IJ4-1 50-009-10000 Please print all information. Re`ie _ 0 I Dad / Property Owner Property Location U IAI LINDA D CLARK AUG 242026 Govt. Lot 9 % % S 4 T 44 N R 9 E (or) W Property Owner's Mailing Address Bayfield Co. Site Address or CSM and Lot #: 50060 POINT OPINES RD planning and Zoning Agency 51260 Birch Lake Rd City, State, Zip Phone Number ❑ City 0 Village ® Town Nearest Road BARNES WI 54873 ( xxx lxxx-)000t Barnes 51260 Birch Lake Rd New Construction Use: IN Residential/ Numberof bedrooms 4 Code derived designflow rate 600 GPD ❑ Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable ft. Parent material Outwash General comments and recommendations: Recommend 3-62' Conventional Trenches With A System Elevation Of 96.80 Boring # eENl9 ® Pi°ng Ground surface elev. 101.7 ft. Depth to limiting factor 100 in. / elev. ft. Anil Annlicafinn 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 0-7 10yr2.5/3 None LS lfgr ds cw 1c -2f .7 1.6 2 7-20 7.5yr5/3 None LS lfgr ds gs lf-2vf .7 1.6 3 20-30 7.5yr5/4 None MS sg dl gs 1f-2vf .7 1.6 4 30-58 7.5yr4/6 None MS sg dl gs 1vf .7 1.6 W/ Gravely Bands 5 58-100 7.5yr5/4 None MS sg dl — 0 .7 1.6 W/ Gravely Bands 2 Boring # Boring ®Pit Ground surface elev. 101.1 ft. Depth to limiting factor 94 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 GPO/Ft' 'Eff#1 'Eff#2 1 0-12 7.5yr4/4 None(Fill) LS lfgr ds cs lc -21 — — 2 12-21 7.5yr3/2 None LS lfgr ds gs lc-lvf .7 1.6 3 21-30 7.5yr5/4 None MS sg dl gs 1vf .7 1.6 4 30-66 7.5yr5/4 None MS sg dl gs 1vf .7 1.6 5 66-94 7.5yr4/6 None MS sg dl — 0 .7 1.6 CST Name (Please Print) Signatur CST Number Curt Boos 842370 Address Date Evaluation Conducted Telephone Number 6451 160th Ave. Bloomer, Wi. 54724 08/14/2026 715-933-2443 Effluent #1 = BOD > 30 5 220 mg/L and TSS > 30 5150 mg/L ' Effluent #2 = BOD, s 30 mg/L and TSS s 30 mg/L SBD-8330 (R03/22) Paget of 4 Boring # ❑ Boring ® Pit Ground surface elev. 98.50 ft. Depth to limiting factor 75 in. / elev. ft. Soil ADDlication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 tEff#1 *Eff#2 1 0-5 10yr2.5/2 None LS lfgr ds aw 1f-2vf .7 1.6 2 5-18 10yr4/3 None LS lfgr ds gs tf-lvf .7 1.6 3 18-75 7.5yr5/4 None MS sg dl — 1vf .7 1.6 ❑ Boring Boring # ❑ ❑ Pit Ground surface elev. ft. Depth to limiting factor in. / elev. ft. Soil ADDlication 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 EH#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. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt' *Efff#1 tEfi#2 Effluent #1 = BOD > 30 5 220 mglL and TSS > 30 5150 mg/L ^ECCNNED AUG 742026 Sayfield Co. Planning and Zoning Agency * Effluent #2 = BOD, 5 30 mg/L and TSS 5 30 mg/L 9c3to\ ; L_In A o. D CkA (I i o BIrd a\( l) Loca�(tn S H-1 -T P1 N IRo9w TDWI� o F IBarnte CsT LJct..ca : BU1n(o _ IrAAfa %Lrl y\iz.:8/iyItbl No 1n3&\' Ishblkon-t.'+t anebni opt b l 1&30 1.A doll Oak TrtQ, tl = Prt 3 J l,�Sdoci. Pt rea )zoo BrrchL.k¢Rck F NurVk ft Tb 13 , cL Lak� RJR —I OS Iu = go' !0000 ' I I O 20 `1D /63.0 i ,sol,o 91.a / III x/17 � ��Om1 lob. / 4p1I,7a Io�io / 13 / 99,36 cY -Al5 wooa��. O3� nrQc& Qt,( Orywal\ from Rfu a Howe An Bulldlas Boot (e,A PRel,aoa ropo5� ' d gulialy S�Ee woocle3 SIUK5 2 P L p5 (-I H Bayfield County, WI Bayfield County, WI •yam• _ —. • � . _ � -• r . PRPIDITax'ID #11429.. �••�_... 'V . !tJat RAYMOND SIMCHAK _ `may J _ F RPIU/T. ID #1444 i., - - - - p y : LINUA L CLARK ~� "__ 'ivy �� r7r _7 • + .,' vs it �V l=` __ -t p S It' $4f- •rte `C -' -- tMf�.l„f{,yL4• r _+�i � - --., <jI, LI #1413 _ - n_ � �- _ ¢"" • • ` _ `ANNA L HAMIIAONL --;---��o-�1,^• - P '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: CLARK, LINDA D SR -00500 50060 POINT O PINES RD BARNES, WI 54873 Transaction Number: SR-00500-4CCA4 Description Amount Certified Soil Tests - Review & Filing Fee $50.00 Total: $50.00 Payment Amount: $50.00 Reference: 002726 Paid by: Chippewa Valley Soil Tech & Septic LLC Payment Type: Check Transaction Date: 8/26/2026 Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit.