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Home My WebLink About038-1239-04-000 ' 1259 SOIL EVALUATION REPORT Wisconsin Department of Com rue"�°° ---""-----®_,.r..._� Page 1 of 3 Division of Safety and Buildi with omm 85,Wis.Adm.Code Tom Schmitt County Attach com ete site aL less than 8%x 11 inches i size. Plan must Pi PI St.Crobc include,but not limited t ¢ior¢ t =ion point M),direction and percent slope,scale or orth ard�dtl ion an distance to nearest road. Parcel I.D. P t, Re ' By Dat�el ,,��/�SPersonal iformation you Purposes acy Law,s.15.04(1)(m)). - 02(� / Property Owner Property Location Grand Properties, LP Govt.Lot NW 1/4 NW 19 S 17 T 31 N R 18 W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 712 Rivard Streeet,Suite 300 4 Squaw Lake Estates City State Zip Code Phone Number _j City Village A Town Nearest Road Somerset WI 54025 715-247-5900 Star Prairie I 218Th Ave. New Construction Use: a Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD _f Replacement J Public or commercial-Describe: Parent material Glacial Till Flood plain elevation,if applicable na General comments and recommendations: Area is suitable for a mound system.System elevation is 103,75'based off of contour line established at 102.50'.Slope is 16%.Depth to limiting factor is 21". a Boring# Boring Pit Ground Surface elev. 103.40 ft. Depth to limiting factor 25 in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz *Eff#1 'Eff#2 1 0-8 10yr3/3 none sl 2mgr mfr as 2f .6 1.0 2 8-19 7.5yr5/3 none sl 2fsbk mfr gW 1f .6 1.0 3 19-25 5yr4/6 none sl 1fsbk mvfi gW -- .4 .7 4 25-55 5yr4/4 m 7.5yr5/3 3 sl 1 msbk mvfi gW — .4 .7 7.5 m2d 1 /8 5 55-70 5yr4/4 1 /2 sl 2fsbk mfr — .6 1.0 Boring# Boring im Pit Ground Surface elev. 103.2 ft. Depth to limiting factor 22 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF -Eff#1 I -Eff#2 1 0-8 10yr3/3 none I 2fsbk mfr as 2f .6 .8 2 8-16 10yr5/4 none 1 2fsbk mfr gW 1f .6 .8 3 16-22 7.5yr4/4 none sl 2msbk mfr gW ---- .6 1.0 4 22-30 7.5yr4/6 c2d0yr5/2 ti scl 1 msbk mfi cvv -- .2 .3 5 30-54 10yr5/4 r.9 55/l sicl 2fsbk mfr — .4 .6 *Effluent#1 =BOD?30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BOD <30 mg/L and TSS<._30 mg/L CST Name(Please Print) Signature: / CST Number Thomas J.Schmitt �✓ 11411 � 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St.,New Richmond,W154017 J -0 715-247-2941 Property owner Grand Properties,LP Parcel ID# Page 2 of 3 3] Boring# � Boring Pit Ground Surface elev. 98.7 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-9 10yr3/3 none I 2mgr mfr as 2f .6 .8 2 9-21 10yr513 none sl 2fsbk mfr gw 1f .6 1.0 3 21-42 7.5yr4/4 c25 55yt6/6 scl 2fsbk mfi cw — 4 6 4 42-71 10yr5/4 m3 510yr6/1 sl 1msbk mfr — — .4 .7 F—I Boring# -- Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 F-I Boring# Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 *Effluent#1=SOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5-j-30 mg/L and TSS<30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777. Page 3 of 3 Conducted by: Conducted For: Ref No. 1 02SY Schmitt Soil and Site Evaluations Name: Grand Properties, LP. Thomas I Schmitt,CST 227429 Address: 712 Rivard St. Suite 100 1595 72nd St. City, State,Zip: Somerset, Wl. 54025 New Richmond, Wl. 54017 Phone: 715-247-2941 Subd.Name: Squaw Lake Estates Lot No.: _I Legal Description: Aki 1/4 N6114 S17 T31N R18W / Township of: Star Prairie, St. Croix County Bench Mark EL 100.00'Top of 2"pvc pipe Alternate Bench Mark EL 106.30Top of 2"pvc pipe Slope= 4`'10 Contour Line EL 104.5-o` Contour Line Length 60 ` Scale I"=40` VA /f� /q#( � f a� ( /Ca lcq 0/ R� This soil report was done to fulfill a zoning requirement. No permanent lot markers were in at the time the test was conducted. The area in which it was done may or may not be suitable for your use, or in the location shown.