Laserfiche WebLink
MCI NAL <br /> . . _ ,�� SOIL EVALUATION REPORT 141 #1274 <br /> g ( <br /> �-S 1) Department of Safely and ProfeSsimal Services Page 1 of 3 <br /> �/ Division of Safety and Buildings I _ �j Kean E.Stoner <br /> '+.;��r5x in accordance wah$P,5385,Wis.Adm.Code <br /> Adad,complete site plan on paper not less than 8'/,x 11 inches in size. Plan must County Bumett <br /> include,but not limited to:vertical antl horizontal reference point(BM),direction antl <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest roatl. Parcel I D <br /> 07-014-2-38-15-25-2 02-000-011000 <br /> Please print all information. Reviewed By Dare <br /> PemMal mermaora you provide may be usec for secoMary WNooss(Pivacy taw,s.15.04(1)and, <br /> Property Owner Property Location <br /> Joel 8 Debra Hendrickson Govt.Lot NW1/,NW7/4, S25,T38N,R15W <br /> Propety Owners Mailing Address Lot# Block# Subd.Name or CSW <br /> 32090 County 8 Blvd <br /> City State Zip Code Phone Number ❑ City ❑Village ❑ Town, Nearest Road <br /> Cannon Falls MN 1 55009 1 952-292-8443 LaFollefte 1 3747 County Rd B <br /> �X1 New Construction Use: l 1 Residential I Number of hetlrooms 4 Code derived design Flow,rate 600 GPD <br /> ❑Replacement Public or commercial-Descnix <br /> Parentmaterial Sandy Outwash Flood plain elevation,it applicable NA fl. <br /> General comments Propose 3 dispersal cells using E-Z Flow media and a.5 SAR. Center upslope cell on elevation staked wAh a SE=99.76. Center <br /> and recommendations: middle cell on elevation staked arm a SE-08.50. Center downslope cell over 110.00'contour with a SE=97,50'. <br /> Boring# ❑K�Boring <br /> h�Pit Ground surface elev_ 98.69 R. Depth to limit,,Factor 60 in. Soil Application Rate <br /> Horizon ) Depth I Dominant Color Redox Description Texture Structure Consisten 'Boundary Roots GPDM' <br /> in. Munsell On.Sz.Cont.Color Gr Sz.Sh. 'E##t 'E##2 <br /> 1 0-4 7.5YR2.5/1 - Its Ifgr mvfr a 3f-co 0.5 1.0 <br /> 2 4-11 7.5YR3/4 - Ifs lfgr mvfr gs 3f-co 0.5 1.0 <br /> 3 11-55 7.5YR4/4 - Ifs 059 ml gs 3f-co 0.5 1.0 <br /> 4 55-60 5YR4/4 denWwrnpacted It OSg ml gs if 0.5 1.0 <br /> 5 60-81 5YR4/4 c2d5YR5/8 Ifs OSg ml - - 0.5 1.0 <br /> I I- <br /> #5-Bands of 5YR3/4 sl lmsbk/m <br /> Beringill ❑Bonng <br /> l�Pit Ground surface ekv. 103.00 fl. Depth to funding factor >100 in. ISoil Application Rate <br /> Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/#' <br /> in. Munsell On Sz.Cont.Color Gr.Sz.St. I 'EMt 'E##2 <br /> 1 0-7 7.5YR2.5/1 - Its lfgr mvfr 6 3f-m 0.5 1.0 <br /> 2 7-16 7.5YR3/4 - Its Osg ml gs 2f-m 0.5 1.0 <br /> 3 16-27 7.5YR4/4 - Its Osg ml gs if-m 0.5 1.0 <br /> 4 27-43 7.SYR5/4 - is 099 ml gs if-m 0.5 1.0 <br /> 5 43-60 7.5YRS/4 - is Osg ml gs if 0.5 1.0 <br /> 6 60-100 7.5YR5/4 - ; s`"� ' ',!1°059•;1: ml - - 0.7 1.6 <br /> #5-1-2"Balls of SYR3/4 5 #6-1/2-3/4"hands of SYR3/4ls <br /> 'Effluent#1 =BODs>30<_220 mg/L and TSS>30<150 mgl Wined#2=BODs<30 mga and TSS<30 mg/1 <br /> CST Name(Please Pant) Signature: CST Number <br /> Keith E. StonerI 224059 <br /> Add. Keith E.Stoner / Date Evaluation Gonducte0 Telephone Number <br /> 23220 Wood Creek nt.Siren,WI 54872 10/17/2014 715-653-2324 <br /> seuerap[amm <br />