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014-942-35-4321-CST-2023-015
�K ��� � ��� � �,�o�. '��: V1lsconsin of Safety&Professional Services Pa� � °f 4 , •� _ Qivision of I�dusby Services =Y��_�: ,,� SO{L EVALUATION REPORT c sT a3—�1 S ^ � In accotdance with SPS 385,Wis.Adm.Code C�'� , , SAWYER Attach cornP�ete sse plan on paper not less than 8 1!2 x 11 inches in size.Pian musi�ndude, but not limited to vertical arKi horizontal refere+ice Dant(BI�M1},duedion arxf per�ent sbpe, Parcel I.D. scale or dimensions.nwth arroH+,and location and distanoe to nearest road. 014-942-35-4321 Please priM all ir�faormatton. Re ' bY r I Dat �� Personal infarmation you provide may be used tor secondarY purpases(PnvacY Law.s.t5.04i�){m))• `— property Owner P���� JOHN C.8 JAYNE T.MENNE Govt lot SW/. SE '/. S 35 T 42 N R 09 2�SdS w Property Owner's Mailirn3 Address Sde Address or CSM and lot#: 1634 W MOTEL ROAD 12191 N WAGNER CIRCIE City,State,Zip Phone Number ❑City ❑v�a9e �Town Nearest R°ad SYCAMORE,tL &017$ ( ) LENROOT WAGNER CIRCLE �New C.auUuciion Use:C�Resider►tiai/Nurnberof bedrooms 2 Code derived desi9nflow tate 3� GPD �Replacement ❑P�tic ar commeroiai—Describe: Fbod Ptan ele�r�ron rf appbcab{e NA ft. Parent materiei SAND1`Ot1TWASH borings add to relocate due to compaction in system area Ger�e�a1 conxnents and recorr�ndations: GEOMAT It�ROUNO W/12 INCHES ASTM C-33 SAND—0.6 LOADING RATE ❑��9 o ��� �Pit Grv�d stxface elev.99.60 ft, pepth to Cmiting faGor 46 �.t elev. 95.77 ft. Sod Appkcation Rate Naizon Depth t�minant Color Redox Description Texture Str�ture Consiste�ce Bo�xidary Roots GPO/Ft� tn. Munsell Qu.Az.Cor►t.Cobr Gr.Sz.Sh. 'Effi1 "Eift2 � a�2 �.�r�.� — s� � ¢s � z�-co a.s �.o 2 12-21 7.5YR4f4 yt Z�k � �y„ 1vf-m p.$ 0.8 3 21-d& 7.5YR4f3 Es �9 dl gs tvf-f 0.7 1.6 4 7.5YR7J3 ftd 7.SYR4t& Fs �9 dI - - 0.5 � some� � �� �� Graxid surface eie�r. 99.10 ft. Depth to hniting tador 3.58 �_/elev. 95.52 ft. So�Application Rate Horizon Depth DominaM Caior Redox Descxiption Texttxe Strudure Consistence Bourxlary Roots GF'DJFt� In. MtxiseY Qu.Az_Cwd.Color Gr.Sz.Sh. •EtEi1 'EffC2 1 0-13 7.5YR2.5/3 _ g� 2fsbk ds av 2v(..�p 0.6 1.0 2 1320 7.SYRM4 - sl 2f-msbk dg 9$ 1vt-m Q.6 1.0 g 7.5YR4l3 - � 2f-msbk ds cs ��{ p g 1.0 4 q 7.SYR3/4 f2f 7.5YR4/6 � tf-msbk ds - - 0.4 0.7 CST Name(P{ease Pr'vft} Signature Numhet4832 MARY JO HUPPERT (Ho�v's Sai T S n G �� Address Date Evaluation Conduct Te�e�t,one Number 25720 FIREFLY LANE,WEBSTER,Wl 11 - 11,2022 &os- io-ao23 715-426- 1775 'EBh►et►t�t=BOD>30 5 22f1 mg/L�td TSS>30 s 150 mgn. •Eftluem sR2=Boo,s 3o mgr�and Tss s 3a mgr� �y ---�..S�D-8330(R03/22) SA�'� � �� " J�II �}�;�J/,'�S�rl,i;``�)/'���;�—�`a ��-'}���'�` ����. �:; �-`-}' �; �� °;;i�� �=;`i rn-p� i :ti` , ��j��5d y Q �alA �-^f b ° ��—_—'_- __._____.�� . r,y�.��.� ('f?!`�j-,�:_f.+. 4►r� I,f- ;�' .'.�SiS�f;4v,rJ�9't:�`t�;��xi�TJ'J�l Page�oT 4 .IOYW G 6JAYNET.MENNE ❑3 epring• [�J PiBt'� Ground surface dev.99 00 fl. Dep1A lo FmiM9 fac2a 50 v,I etry 96.8 3ft. Soil Application Rate Horzon Dept� DominantCobr RcboxDescriplion Texture Sinx]ore Consistence Boundaiy Roots GPDlFP In Munsell �./+z.COM.Cobr Gr.Sz SR •Ef61'1 'EFHR 1 0.8 7.SVRJJ2 sl 2fmsDk tls cs ���.m 0.6 1.0 2 8-22 �.5VR414 - 5 2fmsDk 45 9"� 1vf-i 0.6 1.0 3 22-SO 7.SVR3/4 - 9 2fsDk ds as 7vH 0.6 7.0 < 50.55 7.SYR3/4 Ttf7.5VR4l6 sl 7fsDk ds _ - 0a 07 some gr/coos / / eorin % ��� 9 �Pit Ground saface elev.»V50 R Oept�M imitag fador 4 5 in/elev.��ft. Sal PpD�iCation Rate Honzon DeptA DomirenlColor RedoxDescript�on TexNre Sirucfure Coruistence Boundaiy Roots GPDIFt' In. Munsell �.�.ConL Cobr Gr.Sz.S�. ��7 •EftR2 1 67 7.SYR2.92 si 3fsDkdgr mWr es 3vFco O6 0.8 p 7.26 7.SVRdl3 ' I 2faDk '^k cw 2vFco D.6 Ob 3 7.SYR3l4 - sl 2fsDk '^� as 1vFm 06 7.p 4 A5.50 7.SYR4l4 �7.SYR4l6 sl 1fsCk mv(r � O] � �\ �Boring �93 a Bonng �Pit Gmuntlsufaceelee 99.2SR. DepMtolimlengfada47 in/elev_il Soil ADD�Calon Rate Haizon Depih Dominarri Cobr ReEox Desalption Teature StmcWre Consisterxe Boundary Rools GPDIFF In. MmseN �u Az.CoM.Cobr Gr.Sz.S�. •Eff11 •E}IY2 1 �.6 J.SVR2.92 sl 3fsbk6gr mvlr - 0.6 OE 2 6-30 7.SYR4/3 I 2faDk mk 0.6 08 � 30�47 7.SVR3/4 � 2hDk mvG 0.6 �.p 'EfflueM 111=BOD>30 S 220 mglL and T55>30 5150 myl_ 'Efflue�f/2=BOD.<_30 mglL ad TSS 5 30mg/L � �D �J� � 2023 A� 1 M� P�\os�.�,�N ypN ���t ���� ���`�'�' �--- --� ..-�- ,;- � >.- 1'� � �� FT, �` {�+����j i Q�fiY��. ` �, � ' ,.�' G. ,r' , a .. � .. , texcept �ahere noi�di � %4�r� �acr�n¢. �._ � r,;. � _ �; = �aci:hoe ¢t; te�a# t�escription: '°,� � ` ''�,� _" ; .J �-' � ^f^�— 1 _ _ �. _ � >..._r,,c bt ) � � .' �s ' � LA� �� � . . .. .1 ' . _ 1>Ja�t�l _', � ; � � :: ! `} ] {� ����4�� � z o .���� — ~t'€'q.�,("'�'�.'�''+ i��.,�G !� �" � .. ; �f� 1'�'�.Lf� ��l�1F, ��� t .. •,r;� . �f-r . � , :� -� � .... .... . - � ' - ^ S' � = / ` �i:l �. � i!-GAAEMV�e�iXB+E't:-Et£Y+1iX'.rt ' ` __-,._ ,._.� .._....--.P- ..._.-" �11� L ._ wt� j�, _ � ' g.. f.��J � ... ,... . _ ..-,._. . < g y �' �`� :c't'�`� ,,,,,__,�/ - � -- .. ._.. ., � . t�!'� � _ _. � - �,z� .__ _„_. _+q, 2 _.. � . _ ..� .. ^ H� ' �ti,y _.., � y� \ . � `. .V. ---�- y � � ,..`.. .�- ..,..� U � �t ^ \ } ` -4.'. � � �� \ t ���lr �"; % � { Y � �. � ,�' � .,'"'-, �'4�^� . �» .�' � ,� 3 ` „ � �. �`� � s ��'�� ` \�__ � ( C �. . ,. !� r ( ?! � �C�H ���.. . ��,}�,'.�` . F -� � - .. "` : ' 4t. �'`�` � e::o ,y � � �� a��• �� ��; : ;� � , �, , ,� , ��j . �V.C_�u �� �� ri F.. i �Ci 1 y'" 4 r� � ' - }� � i ' . A., .[ _ y...._�._A !J*�' +� � r .�i w" ' �Jr �n � co-r t'�� �' ` �� tr 7 v8(�f�.�3N � ♦ i�� r• .{ 1 � ,�4 �,4'}�4'b1El.FhAFYJ�S c � ,T. �� _-.1-;:, ... '7� � .A � �� ' _...�- `"-�. L- _ . " . 'iW � � ^ l �' � � ' � � .JJtxekmSK'cmrr � � TOAE38AKl70VE0 ': _�..._ . . .. .PFASY53iS.S�1�'i .....__. _ _._ "_' . __._. . - ±� aD\CCN�6 �___._. _. .. t . � . — � a. � � Y.. . � T, ' � .^ r 1 � Y � � S�E� �Q��t�c?�; : � � __ . . , . , . _ Y��� ' �,�j� � �����.�;� Y��.��>`" �,. . �� ��IN�� �' ' WisconsinDepartrrientofSafety&ProfessionalServices � � Page � of 4 � "�.� _ Division of Irxlushy Services � �.�►s .' SOIL EVALUATION REPORT � � In accordance with SPS 385,Wis.Adm.Code Counry � SAVWER Attach complefe sde plan on paper not less than 8 V2 x 11 inches in sae.Plan must indude, (? but not limited to vertical arM hor¢ontal reterence pant(BM),direction and percerrt slope, Parcel I.D. � scale or dimensirnis,north arrow,and bcation and distance to�arest road. 014-942-35-4321 � Please priM all i�ormation. Revievre�d�y" f ��� Date Personal intwmation you provide may be used for secondary purposes(Pnvacy Law,s.15.04(1)(m)). !�'ti w.G�!/l� I 2�1 2 Property Owner Pr Locatio�Esw� � � JOHN C.&JAYNE T.MENNE C oP. SW/, SE /S 35 T 42 N R O9 147(IWj W Property Owners Mailing Address Site Add2ss or CSM and Lot#: 1634 W MOTEL ROAD �92191N WAGNER CIRCLE City,State,Zip Phone Number ❑Ciry ❑Vliage �Tovm Nearest Road SYCAMORE,IL 60178 � j LENROOT WAGNER CIRCLE �NewConstruc[ion Use��Residential/Numberofbedroans 2 _ CodederiveddesignNowrate 300 GPD �Replacement ❑Public or cortrcnercial-Descri6e: Fbod Plan eleration rf applicable NA fl. Parent matenal SANDY OUTWASH p�O gS7L General comrnents arM recommendations: GEOMAT INGROUNO W/12 INCHES ASTM C33 SAND-0.6 LOADING RATE �CYCJ �,�� �Bonng 1 ��# �Pit Ground surface elev.�.� R. Depth to timifing facta 46 in./elev�9��fl.� il Applicalion Rate Horizon Depth DaninaN Cdor Redox Desaiption Texture SWdure Co�uistence Boundary Roots GPD/Ft' In. Mimsell Qu.Az.Corrt.Cdor Gr.Sz.Sh. `Efiki `EH#2 � 0.12 7.5YR2.5/3 - sl 2(sbk ds � 2vfco 0.6 1.0 2 12-21 7.SYR4l4 sil 2tsbk ds �v 1�i" 0.6 0.6 3 21-06 7.5YR4/3 Is Osg dl gs tvf-f 07 1.6 7.0 4 q�� 7.SYR7/3 f1d 7.5YR4/6 � �9 d� - - 0.5 some gr _N3 0��� 2 ��# �Pit Grourd surface elev.99.10 fl. Deplh to IunNrg Taci 3 .I ekv. 95 2 ft� � Soil Application Rate Horizon Depth DominaM Cdor Redox Descnplion Tex[ure Shudure Consistence Bou�dary Roots GPDlFt' In. Munsell Qu.Az.CaM.Cdor Gr.Sz.Sh *ERp� •Efy�2 1 0.13 7.5YR2.513 sI 2fsbk ds cw �({p 0.6 7.0 2 1320 7.SYR4l4 - sl 2i-msbk ds gs tv(in 0.6 1�� 3 20-43 7.5YR4/3 - sl 2f�nsbk ds cs ��(_f 0.6 ��� q 7.5YR3/4 YLf7.5YRM6 S� if�nsbk ds ' - 0.4 4�� 4350 CST Name(Please PnM) SignaWre C Numq��4832 MARY JO HUPPERT (Hdlisters Shc7 sting&oesign � Address Date Evaluation CorMuc[ Te hone NumDer 25720 FIREFLY LANE,WEBSTER,W� 11-11,2022 �15-426-1775 `Etfluent N1=BOD>30<-220 mglL and TSS>30<-S 50 mglL 'EflWenF ii2=BOD,<30 mglL arttf TSS<-30 mg2 SBD-8330(RQ3122) �S�qN �3' ^vll�� NOREFUNDSAFfER ISSUE OF PER�Vi1T JOHN C.8 JAYNE T.MENNE Page 2 of 4 ❑��9 �� g��y� [�Pit Ground surface elev.99.00 ft. Depth to 1'sniting fador 50 in./elev. 94.$�ft- I " I Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Strudure Consistence Boundary Roots GPD/Ftz In. Munselt Qu.Az.Corrt.Color Gr.Sz.Sh. �Eff#� `Eff#2 � 0-8 7.5YR3/2 — sl 2f-msbk ds cs ��� 0.6 1.0 2 g-22 7.5YR4/4 — sl 2f-msbk ds gw �� p g 1.0 3 22-50 7.5YR3/4 — sl 2fsbk ds as 1vf-f 0.6 1.0 4 50-55 7.5YR3/4 f2f 7.5YR4/6 sl lfsbk ds _ — 0.4 0.7 some dcobs ❑ Boring# ❑Boring �Pit Ground surface elev. ft. Depth to timiting fador in./elev. ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Strudure Consistence Boundary Roots GPD/Ftz In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2 ❑ Bonng# ❑ Boring ❑ Pit Ground surface el�v. ft. Depth to t�fing fador in_!elev. ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft� In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 'Effluertt#1 =BOQ>30 5 220 mg/L and TSS>30<_15t2 mg� 'EfftueM#2=BQD,<_3Q mgfL arx!TSS<_30 mg/L -, 1 : ' ��ca�-a�?�"�r-- r_. -- ";� ������� �,�� , '�1\'1,, D �� �;�,�'_?��� - �.� � �-�-=�=-- �;� r . _� ���� ``�'� � `;'�, ,;� 15 �:���3 �..�! FEB 0 � i[�23 ' Chk#...�..._.�1.�.._--.� �_�._:; �- y_._.-% _____________--� A�,A,,� �or t�i.._#So I _ -, �,�'����Y sa�v�, .. �, �rJUNTY �C��'�.L�-==------"'._'""".'.'� �� • ti,.�.h �;1}��T'� ZQNING At�r�����,::i RATIUIV� �, . ���� ���� Pa�e 3 e� `-� � ----; ��p'}�] � J'� /�� �v f u V 1...: G ��-:-,��}�r E � ��1� G!��1.iG �lr��' 3 i..��#iY��. � � i i ��, _= ti-� �, ��rC�#3t:�1L'f2!10'�eC�� Ii�.,�. .rrTn� � r\ • c �% . ! �''j t�4. ;��3*1C3��t}F�. �S,!. CJl^ S�'J I� Q1Y�T^.� SG�� �, J��� �"'r-}�r,.� t�J�,v�/LL `.JG�.r: �� 1_,� =�aCt�tt�L���l t � t•t�l� I�t.3c'�.r�`�j � �' , r` ir�:'.. _ �r....�. � t,trr_ , e, ."�� �.t � e `. 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Calculated Acres: 0.000 12191N WAGNER CIR � HAYWARD 54643 Lottery Claims: 0 First Dollar: Yes U property Assessment Updated:5/6/2022 Waterbody: Nelson Lake 2023 Assessment Detail � � � Zoning: (RRl)Residential/Recreational One Code Acres Land Imp. ESN: 400 G1-RESIDENTIAL 1.030 76,800 45,400 �Tax Distric[s Updated 6/3/2021 2-Year Comparison 2022 2023 Change _.-----. _. ____.____. 1 State of Wisconsin Land: 76,800 76,800 0.0% 57 Sawyer County Improved: 45,400 45,400 0.0% 014 Town of Lenroot 7otal: 122,200 122,200 0.0% 572478 Hayward Community School District 001700 Technical College y� L'B Property History P �� Parent Properties � Tax ID a Recorded Documents U dated.7 8 2021 � � � �� �� � �� �� �� 57-0142-42-09-35-3 04-000-000080 18779 WARRANTY DEED Da[e Recorded:3/8/2021 430373 57-014-2-42-09-35-4 03-000-000070 18809 MAP OF SURVEY Date Recorded:6/16/2021 3429-42 QUIT CLAIM DEED Date Recorded:2/21/2017 405486 QUIT CLAIM DEED Date Recorded:12/8/2003 317836 TERMINATION OF DECEDENTSINTEREST Date Recorded:3/28/2003 309618 QUIT CLAIM DEED Date Recorded:6/4/1999 276933 WARRANTY DEED Date Recorded:5/17/1972 140305 Child History Record Count•2- HISTORY�Expand All History White=Current Parcels Pink=Retired Parcels O Tax ID:18809 Pin:57-014-2-42-09-35-4 03-000-000070 Leg.Pin:014942354307 Map ID:.15.7 O Tax ID:18779 Pin:57-014-2-42-09-35-3 04-000-000080 Leg.Pin:014942353408 Map ID:.12.6 44203 This Parcel Parentr Children https:ll�assawyercountygov.orglsyslem/fremes.asp?uname=Eric+Wellauer ���