Laserfiche WebLink
wisc6nsfi.Department of Commerce SOIL AND SITE EVALUATION <br /> Wrea n oof Safety and Buildings QRMUN <br /> A age I of�Bureau of Integrated Services in accordance with Comm 83.09, Wis. Adm. L <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County <br /> include,but not limited to: vertical and horizontal reference point(BM),direction and tc.rn C-H <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.# <br /> 018 - qSS0-02- Zsn <br /> APPLICANT INFORMATION- Please print all information. Reviewed by Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). <br /> Property Owner Property Location ` <br /> Govt.Lot 1/4 1/4,S -34 T 3jj ,N,R 11,0 E(o<i <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# Awet s __j Lj+r*Z <br /> 9'leq O ttwtt^E.r AVf Iz. owncl 3eRc N <br /> City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road <br /> C0!LaQQ G9,04 tYl 55b►(a ( b$d )968- 33 Mee r&_A r peau LAKES t mO <br /> ® New Construction Use: ®Residential/Number of bedrooms <br /> ❑ Replacement �— Addition to existing building <br /> P ❑Public or commercial-Describe: <br /> Code derived daily flow 450 9Pd Recommended design loading rate .Zbad,gpd/ftZ2_trench,gpd/fl2 <br /> Absorption area required (043 bed,ft2 63 trench,ft2 Maximum design loading rate 7 bed,gpd/ft2 $ trench,gpd/tt2 <br /> Recommended infiltration surface elevation(s) 1`f /rAL�3.o')_ft(as referred to siteplan benchmark) <br /> ' Additional design/site considerations A &m Ned, loo. oL,n' //ot/1, Gyri 40mc YTMgO 1% t/.% --4-0 p-6S <br /> Parent material 4'19cIg�Wei j� Flood plain elevation,if applicable 494 ft <br /> S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank <br /> U = Unsuitable for system 1 ® S ❑ U Ins ® U ®S ❑ U ❑S ® U ❑ S [Ru ❑ S ® U <br /> SOIL DESCRIPTION REPORT <br /> Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed , Trench <br /> Lj <br /> 2 T –f.SVRyI-F r„ Q cap 2,F-„A -7 ;•8 <br /> Ground S1 ,Skk4 Inti JFf ^– M T <br /> Ir <br /> eelol�e�v.�� <br /> 76•Jtt. , <br /> Depth to <br /> limiting <br /> facto <br /> >ffy <br /> a.5' <br /> Remarks: <br /> Boring# ( <br /> 1 4. T.5`?W-242- <br /> Ll <br /> 2• 16-fir y m <br /> -r. y ane cal e am . -7 .8 <br /> 5 36-541 -r.5 e k 4 iyllsne -,aJ -7 •g <br /> Ground544111 -t-SYR-`I sxe S <br /> �e"•,3 v." <br /> yeft <br /> Depth to 0 \ <br /> limiting <br /> cc <br /> fm <br /> - irfl- BRemarks: do -° 3b`r -ho 94-11 <br /> CST Name (Please Print) Signa re Telephone No. <br /> N6228 County Line Rid <br /> Address WTI �Wwl <br /> (715) 635-7482 Date CST Number <br /> 3a8 00 dd`�879 <br />