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W=nsinDepenrnentofCamrnarce SOIL EVALUATION REPORT <br /> Divi6bn of Safety and 8uUd1np Page -L-of <br /> In accordance with Corton 55,WN. Adm. Code <br /> Attach oompNN sibs Man on papa►not Nes than a 112 x 11 Inches in aiza Plan must CM* <br /> atchros,but hot Ikruoe0 to:vertkal arta tnrtrorutat naffence point(am).dtecoon and P 1.016 <br /> paresrt sbpa,t:cala a tllmwlalwla,rprth ilrow,feta location and dtatarlce to ltnroetfoad. - ) - 0,2 1 O <br /> Plasso print tam lnforMHO . pate <br /> P11fYY11Yt Y.rtlfl..Yll{MI Yxa Wuvkjv qwy IN aa�d Qa aw4KKJwY PHPL as(1rllvauy tom.w 1644(1)(m)). <br /> Proper"Owner Property Locatbn IC <br /> e Llai tJ GovL Lot.,/ `114• 114 S 3y T //'O N R/'� E�(or)® <br /> Property Owners Malting <br /> n Lot#. _. Ok"p &94,Nathe or CSMq <br /> $ZOZ St�/t' Aiewrse—r '�pgLl ✓� 0")03 L E.aFTor.+r.,?d. <br /> Cir State Zip Coda Prion Number <br /> U� b1e� mn ©VYNps Kfrown Nearest Road <br /> W St � GS/. 736'-f1G81 .S'Cv�'+ Z.�sHz N�ir.�ogd-. <br /> New Construction -- ----- <br /> Use2 Residential/Number of bedrooms� Cale derived design flow <br /> _._-- -- <br /> 4ellacement 11Public or commercial-Describe: <br /> Parent materia /gcriR,dAi •% � <br /> Flood Plain elevation if applicable <br /> General comments A gm&Je1r reb G. <br /> �and recommendatbna: C./•JR/L /i*--30 n <br /> 3',e/&j' "7/•2 amu- 9/.O j <br /> I i O 4'E Or AfLO 94 p7. S' <br /> Borlry <br /> Pit Ground surface aNv. fL Depth to,YrnWnp factor /s N, <br /> Fl== Depth DwInantCobr' ,Redox Soli licAnI <br /> (�esCriptiotl Tezhra ,:,.Structure Conslatence Bowxtary Roots P <br /> YL MunseY Coo Sz. Cont Color Gr 8t.St1 'Efpf1 7 SVQ w z ms KZ -ZZ 7,VVR`fk1 <br /> •a , -7 r.z <br /> i <br /> Z '• tsOnng itHBorin9 � 4444 .O <br /> © Pit Ground surface aiev._ 9S�S_ft, Depth to limiting factor—�2.6 —In. <br /> - — �. - <br /> Sod Application Rate <br /> I ivri2"vii L'Epw Corttlnant Color, Redox DcScrI titin �iGtllrB Consistence boundary GPu;- <br /> p Texture Stu Roots <br /> ^ Munsell Clu.Sz. Cont.Color 44. <br /> j Gr.Sz.Sh. •E-hl 4 4 44 <br /> ; <br /> 3 30. 7.SVR'E <br /> Effluent#1•BOD >30<220--A and TSS X30:5 150 nV& 'Eflhlert BOD <3p h1g7L and TSS<30 mglL <br /> GST Nana(w,"WtiSEPTIC & EXCAVATION. slgrwWr CST Nurnber , <br /> i <br /> AriMnu <br /> SPOONER, WI W01- EvatWim Talephnnn NlunhPr <br /> �a 03 <br />