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�,y.erx.,��. I G I NAB <br /> ,g ' __Wisconsin Dp of Safety and Professional Services Page 1 of 3 <br /> envision of! c '?�� OR3 <br /> ,l i_=,, '-' J ! SOIL EVALUATION REPORT <br /> -,' t.. '66D In accordance with SPS 385,Wis.Adm.Code County BURNETT <br /> Attach complete site an der than 8 1!2 x!1 inches in size.Plan must include, Parcel I.D_07-024 2-39-14-11-5 05-001-011100 <br /> but not limited to:vertical and horiztk reference point(BM),direction and percent slope, TAX# <br /> scale or dimenskins,,nortmr,and location and distance to nearest road_ <br /> Land Services Deparplease print all information. Reviewed by Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). CiCW_ ,(i I-p 50/ZZ/ <br /> Property Owner Properly Location X <br /> ANDY MILLER/AM SERVICES L.L.0 <br /> Govt.Lot 1 % % S 11 T39 N R 14VN E(or) W <br /> Property Owner's Mailing Address Site Address or CSM and Lot#: 1 CSM 5407 V31 P23 DOC#487366 <br /> 21000 CEDAR DR NW City State Zip Code Phone Number U City U Village 4 Town Nearest Road 26505 <br /> OAK GROVE MN 55011 (763)370 4484 RUSK W.LIPSETT LAKE(CABIN) <br /> ❑ New Construction Use:fa Residential/Number of bedrooms / oQ 2- Code derived designflow rate <=300 GPD <br /> IP�ry r Replacement ❑Public or commercial—Describe: Flood Plan elevation if applicable N/A ft. <br /> Parent material Mapped as Lenroot Loamy Sand 0-3%slopes_ partly cloudy Thunder Storms/rain through day <br /> General comments and recommendations:ABM ELEV: 100.0'(nail in 21"Norway @ 58"AG POWTS CG @>=92.0'<=92.9' <br /> Boring <br /> Boring# ❑Pit Ground surface elev. 95.3' ft. Depth to limiting factor 77 in./elev.88.88 ft. <br /> A. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 <br /> In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2 <br /> 1 5" 7.5YR3/2 NONE is lmsbk mvfr as 2vf f .7 1.6 <br /> 2 5-18" 7.5YR4/4 NONE is lmsbk mvfr cs 3f m .7 1.6 <br /> 3 18-77" 7.5YR4/4 NONE meds Osg ml as 1 f m .7 1.6 <br /> C wets S8. 85' <br /> Boring <br /> Boring# i'M Pit Ground surface elev.95.1 ft. Depth to limiting factor 75.6 in./elev._88.88_ft. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 <br /> In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. "Eff#1 *Eff#2 <br /> 1 4" 7.5YR3/2 NONE is lmsbk mvfr as 3vf f .7 1.6 <br /> 2 4-20" 7.5YR4/4 NONE Is lmsbk mvfr cs 3f m .7 1.6 <br /> 3 20-75.6" 7.5YR4/4 NONE gr s Osg mi as 1f m .7 1.6 <br /> otio im i <br /> CST Name(Please Print) Sgnat re CST Number <br /> MEL FERGUSON CSTM#059-200006 <br /> Address Date Evaluati Conduct Telephone Number <br /> N 6228 COUNTY LINE RD SPOONER WI 54801 09/21/2024 715 520 2288 <br /> Effluent#1 =BOD>30 s 220 mg/L and TSS>30 s 150 mg/L *Effluent#2=BOD,s 30 mg/L and TSS<_30 mg/L <br /> SB0-8330(R04/21) <br />