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HomeMy WebLinkAbout010-841-27-5208-CST-2023-081 �������� n WisconsinDepatmentMSafetyBRofessbnalServices Page � of 4 � - DivisionoflndustryServices � �=t= SOIL EVALUATION REPORT S,e�.,�5u CS� I�-ll In accordance wdh SPS 385.Wis.Adm.Code County . •"^• SAWYER U� Attach complete site plan on paper rwt less ihan 8 1/2 x 11 inches in s¢e.Plan must inGude. ` but not limited to vertical and honzorrtal reference point(BM),direction and percent slope. Parcel I.D. scale or dimensiore,rwrth arrow,and loca[ion and distance to nearest road. 010-841-27-5208 PNass print all intormation. Review by I Date ) Personal Irrformation you provide may ba used for secondary purposes(Privary Law,s.15.04(1)(m)). Property Owner RopertyLocatlon � � MARK E.8 CATHERINE R.JONS Govt.Lot 2; % Y.S 27 T 41 N R OB �(Q610 W Property Owners Mailing Address Site Address or CSM and Lot#: 10490 ABBOTT DRNE N 10358N WHITE BEAR AVENUE;LOT 2 CSM#6992,V27,P9 City,State,Zip Phone Number ❑City ❑Village �Town Nearest Roatl BROOKLYN PARK,MN 55443 ( ) HAYWARD WHITE BEAR AVENUE QNewConsUuc[ion Use:�Residential/Numberofbediooms 3 Codederiveddesignflowrate 4� GPD ❑Replacement ❑P blic or c`ommercial—Describe: Flood Plan elevatia�'rf applipble NA ft. � SANDV y�9S�f 'I � �Parentmatenal y�� ' / Gererel comments and recommendatlons: CONVENTIONAL INGROUND TRENC — . LOADING RATE Boringik ❑B�ng 98.57 88 9124 1 �Pit Ground surface elev. ft. DepM to limitlng facta_in./elev._tt. 7.33 fU Soil Application Rate Horizon Depth Daninant Cdor Redox Description Texture Struclure Consistence Boindary Roots GPD/Ft� In. Munsell Qu.Az.ConL Color Gr.Sz.Sh. •Eff#1 'Eff#2 1 410 7.5YR2.5/2 -- 5� 2fsbk ds ts 3vF-co 0.6 1.0 z 10.30 7.SYR3/3 — sl 2fsbk ds 95 2�� 0.6 ��� 3 30-68 7.SYR4/4 s Osg ml — — 0.7 t.6 horizon 2 has 3035% r; some ca s �Boring 2 ��� �Pit Ground wAace elev. 98.12 ry. pepth to limiting fador 90 in./elev.�_62 ft. 7.50 ft. Soil Applicatwn Rate Haizon Depth Dominant Cobr Redoz Description Terzture Structure Caisistence Boindary RooLs GPDIFt� In. M�sell �u.Az.Cont Color Gr.Sz.Sh. •Eff#1 'Eff#2 1 0-9 7.SYR2.5l2 — sl 2f-msbk ds cs 3Nco 0.6 1.0 2 9-20 7.SYR3/3 — I5 Osg dl gs 2vf-co 0.7 1.6 3 20-90 7.SYR4/4 s Os ml -- 0.7 horizon has30.35%gr/ CST Name(Please Print) Signature ST Number MARY JO HUPPERT(Hdlisters Soil Testin &Designj� � 224832 Addreu Date Evaluatim ed Telephone Number 25720 FIREFLY LANE,WEBSTER,WI 54893 O6-20.2023 715-426-1775 'Effluent#1=BOD>30 s 220 mg/L and TSS>30 5 750 mg/L 'EfFluent#2=BOD,s 30 mg/L and TSS 5 30 mg/L ( S�N w 3' 1 3�� NO RcFUNDS AFTER 580.8330(R03/22) ISSUE OF PER1AlT JONS,CATHERtNE Page?ot 4 �Bonng � gp�ing# Q Pit Ground surtace elev. �"87 ft. Depth to limi�ng hcta 92 in./elev.9120_ft. 7.67ft. Sal Application Rate Fbrizon Depth Dominant Cobr Redox Description Texlure Strudure Consistence Boundary Roots GPDIFt� In. Munsell Qu.Az.Corrt.Color Gr.Sz.Sh. 'Efflf1 'EfF#2 7 p_�p 7.SYR2.5l2 — sl 2f+n5bk ds cs 3vf-ca 0.6 1.0 2 10-27 7.5YR3/3 — sl 2fsbk ds 9s 2vf-co 0.6 1.0 3 27-92 7.5YR4/4 — s Osg ml — — 0.7 1.6 horizon has 30.35%gr; s ❑ Boring# ❑Boring — �Pit Ground surtace elev. ft. Depth to limiting faclor_in.I elev. ft. Soil Application Rate Hoiizon Depth Dominant Color Redox Descriptfon Texture Shucture Consistence Boundary Roots GPD'Ft' In. Munsell Qa Az.CoM.Cobr Gr.Sz.Sh. •Efflil 'Eft#2 ❑ �ring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to IimNng fac[or_in./elev._ft. Soil Application Rate Horizon Deplh Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPDlFt' In. Munsell Qa Az.Corrt.Cobr Gr.Sz.Sh. •Eft#1 'ERN2 'Effluent#1 =BOD>30 s 220 mg/L and TSS>30 s 7 50 mg�L 'EtFluent#2=BOD,s 30 mg/L and T55 s 30 mgiL ������,� .:�r-� �� oate�?I18I�_�__ — � 'hk#_ �1 `�`� � - ` JUL 1 7 2023 � �_ - --- :�pt# aa� � __ : �:�� ca:_irt�^; 1.'vf:!i a:i:,Ji4i{��if�i i rS.hl IJN p�o� P��C1 �8e � Qf � �- ' F#�OPERTY �Vil�ER: ��►ZK �. � �--���}2��� '� . ��-�= 1F7 �' �Q �. {except�here nated} Legal Qescription_ �� � L`5,�'1 � (�G€Gf�. 1t" 3? P�i' ��t: t)F !`--2�U i. �] _= backhoe pit �.,�� � , `��'. � Z� T�11 r.� �G���� "��'.�.;tr� C`F -��t t�t�:;�, } ( �i-V�0 f�:'.�.5 5�'rw�lt� t� ut ?�t�l, t�.?+ Sc�1st� � � r��-�;�;(-� y� �.�:�_'�? ;�ji�_:;;,) WN�T� r��:�e �E�fc.=�u� ��., t�orth � ; 1� . �� �� , �� � ___�__ } � -----_-' � ��� f�, �� �,j i� � ���' 4A, ����Q�� '�-���� � 1 Q /\ � �T � WE(Y ��Q'�� �`� t � ��,�'T }1 � C. "�. 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"• � f�f.., i ��.t., t) �„�; t^_�C'�' j'"'��"�i.. 7/18/23,10:42 AM Real Property Listing Page Rea) Estate Sawyer County Property Listing Property Status: Current Today's Date:7/18/Z023 Created On:2/6/2007 7:5520 AM �Description Updated:8/19/2019 �Ownership Updated:9/13/2019 Tax ID: ll395 MARK E&CATHERINE R]ONS� � BROOKLYN PARK PIN: 57-010-2-41-OS-27-5 OS-002-000080 MN Legacy PIN: 010841275208 Map ID: :2.8 Billing Address: Mailing Address: Municipality: (O10)TOWN OF HAYWARD MARK E&CATHERINE R lONS MARK E&CATHERINE R JONS STR: 527 T41N R08W 10490 ABBOTT DR N 10490 ABBOTT DR N Destription: PRT GOVT lOT 2 LOT 2 CSM 27/9#6992 BROOKLYN PARK MN 55443 BROOKLYN PARK MN 55443 Recorded Acres: 1.450 Calculated Acres: 1.463 w Site Address *indicates Private Road Lottery Claims: 0 10358N WHITE BEAR AVE * � � HAYWARD 54843 First Dollar: No Waterbody: Round Lake 'J property Assessment Updated:4/16/2020 Zoning: (RRS)Residential/Recreational One 2023 Assessment Detail ESN: 444 Code Acres Land Imp. G1-RESIDENTIAL 1.450 225,200 0 ��7ax Districts Updated:2/6/2007 1 Sta[e of Wismnsin Z-Year Comparison 2022 2023 Change 57 Sawyer County Land: 225,200 225,200 0.0% O10 Town of Hayward Improved: 0 0 0.0% 572476 Hayward Community School District Total: 225,200 225,200 0.0% 001700 Technical College . Recorded Documentr Updated:9/13/2019 �Property History WARRANTY DEED N/A Date Recorded:9/3J2019 419677 SPECIAL WARRANTY DEED Date Recorded:3/25/2019 417021 PERSONAL REPRESENTATIVES DEED Date Recorded:l/21/2014 389122 TERMINATION OFDECEDENTSINTEREST Date Recorded:9/Z8/2012 380951 QUIT CLAIM DEED Date Recorded:10/26/2011 375097 CERTIFIED SURVEY MAP Date Recorded:4/8/2005 329553 https://tas.sawyercountygov.org/systemlframes.asp?uname=Eric+�n/ellauer ���