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028-542-12-5517-CST-2024-006
. ��� I�l�� � 3 r-, �'.i f�T'Nr��� _ "-� Wisconsin Department of Safety and Professional Servioes Page of V'� '^'�� : Division of Industry Services I ',"' �'�,=fi ;;�.• SOIL EVALUATION REPORT .��"'`���� In accordance with SPS 385,Wis.Adm.Code County � -���M��.��.�. Attach compiete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must inciude, SAWYER but not limited to:vertical and horizontal reference point(BM),direction and percent slope, Pa���• �2$-�1• -��" ��� � scale or dimensions,north arrow,and location and distance to nearest road. � Please print all information. Reviewe Da�e ��� Personal infortnation you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). •v��i�/`�� I � Ie2Sl� � Property Owner Prop rty Location � ❑ BAILEY LIVING TRUST c��ot S o�c, s �2 r 42 N R O�J E�o�> w Property Owners Mailing Address Site Address or CSM and t#: 765 HARPER AVE 092W ST HWY 7 LOT 1 CSM 8/25#1580 City State Zip Code Phone Number ❑ City ❑Village �Town Nearest Road CARY IL 60013 � � SPIDER LAKE ST HWY 77 �NewConstruction Use:OResidential/Numberofbedrooms2 Codederiveddesignflowrate3�� GPD ❑� ReplaCement Public or co mercial-Describe: Flood Plan elevation if applicable ft. Parent material S Q t � Genera�comments a�d recomme�dations: SYSTEM ELEVATION 97.35' SIZING AT 0.5 �70� a Boring# ❑Boring 99.65' >68" >ss.ss' �Pit Ground surface elev. ft. Depth to limiting fador in./elev. ft. Soil Application Rate Horizon Depth Dominant Cobr Redox Description Texture Strudure Consistence Boundary Roots GPDlFtZ In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 `Eff#2 1 0-6 7.5YR 3/4 SL 3FGR DS AW 3VF-CO 0.6 1.0 2 6-14 7.5YR 4/3 SL 2MSBK DSH GS 2F-CO 0.6 1.0 3 14-56 7.5YR 4/4 LFS 1COSBK MVFR AS 1M 0.5 1.0 4 56-68 7.5YR 4/6 LVFS OM -- -- 0 0.4 0.6 QBoring 99.55' >72" >93.55' 2 Boring# �Pit Ground surface elev. ft. Depth to limiting factor in./elev. ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Strudure Consistence Boundary Roots GPDlFtZ In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. •Eff#1 `Eff#2 1 0-6 7.5YR 3/3 SL 3FGR DS AW 3F-CO 0.6 1.0 2 6-14 7.5YR 4/3 SL 2FSBK DS CS 2F-CO 0.6 1.0 3 14�0 7.5YR 4/6 LS OSG ML GS 1 M 0.7 1.6 4 40-72 7.5YR 5/6 S OSG ML -- 0 0.7 1.6 CST Name(Please Print) Signat ' CST Number KEVIN McKINNEY � 224234 Address Date Evaluation Conducted Telephone Number 11130 Leonard School Rd Cable, WI 54821 06/06/2023 715-798-3494 'Effluent�1 =BOD>30 s 220 mglL.and TSS>30 s 150 mg/L 'Effluent�k2=BOD,s 30 mg/L arxl TSS s 30 mg/L � SBD-8330(R04/21) J A.1\J �.,�c�-( —C�1) � NO R�FUNDS AFTER ISSUE O�PERMIT Page � of � • �Boring 100.35' >72" >94.35' � Boring# �P� Ground surface elev. ft. Depth to limiting fador in./elev. ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Strudure Consistence Boundary Roots GPDlFtZ In. Mur�ell Qu.Az.Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2 1 0-6 7.5YR 3/4 SL 3VFGR DS AW 3F-CO 0.6 1.0 2 6-12 7.5YR 4/3 SL 2FSBK DSH CW 2F-CO 0.6 1.0 3 12-28 7.5YR 4/6 LFS 1 MSBK MVFR GS 2M 0.5 1.0 4 28-42 7.5YR 4/6 LS OSG ML GS 1 M 0.7 1.6 5 42-72 7.5YR 5/6 S OSG ML - 0 0.7 1.6 ❑ Boring# ❑Boring ❑Pit Ground surface elev. ft. Depth to limiting fador in.1 elev. ft. Soil Appliqtion Rate Horizon Depth Dominant Color Redox Description Textune Strudure Consistence Boundary Roots GPD/FtZ In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 ❑ Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limding fador in./elev. ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlFt2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 `Eff#2 'Effluent#1 =BOD>30 s 220 mgll and TSS>30<_150 mglL "`Effluent#2=BOD,5 30 mg/L and TSS 5 30 mg/L � � �q��� _._. � � �� � Chk�` a�c IS _ D �.�F a�y __.� ...._.,._..._...___ JAN 2 5 2024 sawYER cour,�rr ZONIfVG HDPAINISTRATION PAGE 3 OF 3 BAILEY PROPERTY LINE / B2 B3 / WELL 99.55' �100.35' O GARA 1% 2 BED �B 1 99.65' N / STATE HWY 77 0 4��J0' L� SCALE 1"=40' `���.')�� ��3y��� r /�,BM BOTTOM OF WOOD S ING ? ��� AILEY LNING TRUST � 765 I IARPER AVE CiJRRENT INLET PIP ELEVATION 96.85 CARY,TL 60013 SYSTEM ELEVA ION 97.35' S092W ST HWY 77 LOT 1 CSM#1580 SIZING AT 0.5 S 12 T 42N R OSW TOWN OF SPIDER LAKE TREATMENT AREA WILL BE CL E TO PIN 570282420512505005000170 MIMMUM SETBACK DISTAN FROM WELL V24/24, 10�.17 AM Real Property Listing Page Redl EStdte Sawyer County Property Listing Property5tatus: Current Today's Date: 1/24/2029 Created On: 2/6/2007 7:55:50 AM ���--'Description Updated 2/24/2020 ��'�` Ownership Updated 2/24/2020 Tax ID: 29811 BAILEY LIVING TRUST CARY IL PIN: 57-028-2-42-OS-12-5 OS-005-000170 Legacy PIN: 028542125517 Billing Address: Mailing Address: Map ID: :5.17 BAILEY LIVING TRUST BAILEY LIVING TRUST Municipality: (028)TOWN OF SPIDER LAKE 765 HARPER AVE 765 HARPER AVE STR: 512 T42N ROSW CARY IL 60013 CARY IL 60013 Description: PRT GOVT LOT 5 LOT 1 CSM 8/25 #1580 Remrded Acres: OJ40 "��� Site Address * indica[es Priva[e Road Calculated Acres: OJ43 5092W STATE HWY 77 CLAM LAKE 54517 Lottery Claims: 0 First Dollac Yes .�::�� Property Assessment Updated: 10/2/2023 Zoning: (RR2) Residential/Recreational Two 2023 Assessment Detail �� �� � ESN: Code Acres Land Imp. Gl-RESIDENTIAL OJ40 14,800 92,100 -' Tax Districts Updated: 2/6/2007 1 S[ate of Wisconsin 2-Year Comparison 2022 2023 Change 57 Sawyer County Land: 14,800 14,800 0.0% 028 Town of Spider Lake Improved: 49,100 92,100 87.6% 501071 Chequamegon School District Total: 63,900 106,900 673% 001700 Technical College �. Recorded Documentr Updated: 2/24/2020 '��.�t property History QUIT CLAIM DEED � N/A Date Remrded: 8/3/2018 413673 TRUSTEES DEED Date Remrded: 3/30/2016 400409 QUIT CLAIM DEED Date Recorded: 3/5/1999 D4889 665/125 ]UDGMENT Date Recorded: ll/13/1987 207129 412/1 CERTIFIED SURVEY MAP Date Recorded: 11/20/1980 176345 https:l/tassawyercountygov.orglsystem/fra mes.asp?uname=Eric+�n/ellauer 1/1 - �� . �-- Soil Pro�ile Sheet Owner. �i`Qy �v�+9 �S`� Soil Tester. h1 c�Cin n,e y � -� System Elevat;on: �•3�, Load Rate: �•) Syrtem Range:��-- _ / "' r 'oo - . "\ � � -foo.3S �-� .. ....-9q, bS � 1 44. SS' �-- ... ... D. �O .. ... ... .. -. . - .:.... ...... v.b .... ...... 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