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HomeMy WebLinkAbout002-840-28-5219-CST-2023-004 n , - WisconsinDepartmentofSafery&ProfessionalServices Page � of 4 � ``�,•µ DivisionoflndusVyServices � ` ',_�_ ,' SOIL EVALUATION REPORT � , In accordance with SPS 385,Wis.Atlm.Code County �J Attach complete sde plan on paper not less than 8 1/2 x 11 inches in size.P�an must indude, SAWYER � but not limited to verticai and horizontal reterence point(BM),direc[ion antl percent slope, Parcel I.D. OO�Z-S O-Z$-rj o�l�9 �� scale or dimensions,north arrow,and location and distance lo nearest road. C: Please print all information. Revi by Date Personal information you provide may be used fa secandary purposes(Privacy Law,s.75.64(1)(m)). � I �,j Property Owner P�r�obp,e Location � KEVIN&ELIZABETH CROAL �'bvl.�t Z �(. IQ S Z$ T 4O N R OS QC�c�:W Property Owners Mailing Address Site Address or CSM and Lot#�. 1911 17TH STREET SW 7221N WILKIE ROAD City,State,Zip Phone Number ❑Cdy ❑Yllage �Town Nearest Road ROCHESTER,MN 55902 ( ) BASS LAKE WILKIE ROAD i �New Construction Use:�Residen[iallNumberof bedrooms 3 Code derived Oesi9nflow rate 450 GPD � �ReplaCement ❑P1ublic orcp\mmerdal-Describe: Flood Plan elevation rf applicable NA ft. I Parent matenal SANDY�oK 1wqS�'1 1 I � �Y.� General commenis and recommendations: DOSED CONVENTIONAL IN-GROUND TRENCHES-OJ LOADING RATE i �Boring � ��9� �Pit Ground surface elev. ����85ft. Depfh to limiting factor � in./elev._93.85_fl. Soil Application Rale Horizon Depth Dominant Cobr Redox Descnption Texture S[rudure Consistence Boundary Roots GPD/Fl� In. Munsell Qu.Az.Cont.CWor Gr.Sz.Sh. *ER#1 'Eft#2 1 p-6 7.5YR2.5/2 I5 Osg dl cs 3vf-co p.7 1.6 2 6-27 7.SYR3l3 Is Os9 dl gw 2vf 0.7 1.6 3 20�4 7.5YR4/6 - s Os dl - 0.7 1.6 �j ���# �Bonrg 1 u QPit Ground surface elev. ��85ft. De th to limitin factor� v. P 9 �n.!ele 93..52 ft. Soil Application Rate Honzon Depth Dominant Cdor Redox Despiption Texfure Sirudure Consislence Boundary Roots GPD/Ft' in. Munsell Qu.Az.Cont Coior Gc Sz.Sh •Effp� •EffN2 1 0_5 7.5YR2.5l2 - is as9 dl cs 3vFco 0.7 1.6 2 5-28 7.5YR3/2 - Is �59 dl gw 2vf 0.7 1.6 3 28�8 7.SYR4/6 - s Osg dl 0.7 1.6 CST Name(Please PnnQ Signature � . T NumheL4832 MARY JO HUPPERT �Har5�er5 so�i r sting�oesig `�G � lJ �� Address Date Evaluation Conducled Telephone Number 25720 FIREFLY LANE,WEBSTER,WI 10-29,2022 715-426-1775 'Etfluent 81=BOD>30 5 220 mg/L ard TSS>30 5150 mglL 'Eflluent A2=BOD,5 30 rt�glL and TSS 5 30 mg/L SBD-8330(R03122) NO RiFUNDS AFTER ISSUE OF PER,'y�7 CROAL,Kevin 8 Elizabefh Page�of 4 �Boring � Boring F �Pit Ground surface elev. 100.75ft. Depth to limi6rg haclor 89 in,/elev,g3.33fl. Soil Application Rate Horizon Depth Dominant Color Redox Descnption Terture Structure Consistence Boundary Roots GPD/R' In. Munsell Qa Az.Cont.Color Gr.Sz.Sh. *EffJt1 'ER#2 7 OE 7.SYR2.5/2 — Is Osg d� � 2vfco 0.7 1.6 2 633 7.SYR3/3 — � Os d� 9s 1vf 0.7 1.6 3 �g_gg 7.SYR4/6 — s Osg dl — 0.7 1.6 � Boring� ❑Borin9 — �� �Pit Ground surface elev. fl. Depih to limitirg factor in.I elev. ft. Soil Application Rate Horizon Depih DominaM Color Redox Descnpfion Teuture Strudure Consistence Boundary Roots GPD/Ft' In. Munsell Qa Az.CoM.Color Gr.Sz.Sh. *Etf7i1 'EffJt2 ❑ Bonng N ❑ Boring — ❑ Pit GrourM surface elev. ft. Depth to IimiM1rg taclor in./eiev. fl. Soil Applicalion Rate Horizon �epth Dominant Color Redox Description Texture S�nicture Consistence Boundary Rools GPD/Ft� In. Munseil Qu.Az.Cont Color Gr.Sz.Sh. •EH;'Rt •Effk2 'Effluent#1 =BOD>30<_220 mglL and TSS>30 5150 mg/L 'Effluent�12=BOD,5 30 mg1L and TSS 5 30 mg/L r7�?n�� �,r �� p �R,�` 1 Date.�3u �3 �_�,_._ � __ _ _ Chk# �o�5 ---�.__ �, JAP� 3 0 202� :_.:' Wor (d � �4S --_ .-� Rcpt# �let.'--� SAVJvs�;� i;+:i. ; ; , � ZONING ADM1NiSl:Fi�;iiUkU ���� ���C� PagE 3 of � ; -; PRQPERTY fltI�NER: I�EVt1� � �-i2f�'CH C�DAC.. �• _- 1 -- �0 FT. (except where noted) Legaf [�escription: �. OF �OVT. LDT 2 y SEC. Zg T40R?� RO$v�? TOWl1� D� �]' = backhoe pit �A ss L.�,�Wy�� o uNt� 1�`l�sc.orvs� t� . 1.(I D �+�-5 Oq2 $�OLSS� l� Z ZL l tS V�ILK.IE �oAD ���� W Q �� t� � . � . \ + Q a � " �; � q � �� ; D 3 � j,M nJ `� � �- M A� ��` �:� �y � F. � . � � �' �� o. �� � � � �� ? � (�- � � �� � � � w� \ � � . � � , � `� � ' �� w � \� . 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Calculated Acres: 1.583 7721N WILKIE RD ' � HAYWARD 54843 Lottery Claims: 0 First Dollar: Yes _.�Property Assessment Updated:5/31/2022 Waterbody: Lac Courte Oreilles 2023 Assessment Detail � Zoning: (RRl)Residential/Recreational One �ode Acres Land Imp. ESN: 445 G1-RESIDENTIAL 1.610 134,800 37,800 �Tax Districts Updated:2/6/2007 Z-year Comparison 2022 2023 Change 1 State of Wisconsin Land: 134,800 134,800 0.0% 57 Sawyer County Improved: 37,800 37,800 0.0% 002 Town of Bass Lake Total: 172,600 172,600 0.0% 572478 Hayward Community School District O01100 Technical College (� L'9'Property History • Recorded Documentr Updated:1/21/2022 N/A �� . . _.. ... . . _.._ .. . .._ __._-___. WARRANTY DEED Date Recorded:10/13/2003 316231 MAP OF SURVEY Date Recorded:10/25/2021 28408-33 https:/Itas.sawyercountygov.org/systemlframes.asp?uname=Eric+y�/ellauer ���