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Home My WebLink About038-1239-06-000 r 1261 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accord 1" l m.C Tom Schmitt ;. ,• a County Attach complete site plan on paper not less than 8%x inches in size. Plan must St.Croix include,but not limited to:vertical and horizontal refererke point(BM),direction and percent slope,scale or dimensions,north arrow,and bwn and dis o Parcel I.D. . t�ncgt ,pea , � ' 1 Please print all inform on, t eviewed Personal information you provide may be used for secondary Moses_'rfvat y�!9 A.15 Date*(pl(m)). Property Owner ovation Grand Properties, LP Govt.Lot NW 1/4 NW 1/4 S 17 T 31 N R 18 W Property Owner's Mailing Address Lot# Block# I Subd.Name or CSM# 712 Rivard Streeet,Suite 300 6 Squaw Lake Estates City State Zip Code Phone Number City Village Town Nearest Road Somerset WI 1 54025 1 715-247-5900 Star Prairie I 92Nd St. New Construction Use: Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement 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 99.20'based off of contour line established at 98.12'. Slope is 11%. Depth to limiting factor is 23". Boring# Boring Pit Ground Surface elev. 97.57 ft. Depth to limiting factor 23 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF *Eff#1 *Eff#2 1 0-9 10yr3/3 none sl 2mgr mfr gw 2f .6 1.0 2 9-23 10yr4/3 none sl 2fsbk mfr gw 1f .6 1.0 3 23-31 7.5yr4/4 o2d5yr6/2 8 Is lfsbk mvfr 9w ----- .7 1.6 4 31-44 7.5yr4/6 c2d5yyr5/6 sl 2msbk mfr ----- 7.Syr5/2 gw .6 1.0 5 44-67 5yr4/6 old 5'S /1/8 sl 1 msbk mfr ---- ----- .4 .7 Boring# Boring Pit Ground Surface elev. 97.57 ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz *Eff#1 *Eff#2 1 0-8 10yr2/3 none sl 2mgr mfr as 2f .6 1.0 2 8-28 10yr4/4 none sl 2fsbk mfr gw if .6 1.0 3 28-60 7.5yr4/6 "'1010 /2/6 grsl 1 msbk mfr — — .4 .7 *Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<.30 mg/L CST Name(Please Print) Signature CST Number Thomas J.Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St.,New Richmond,WI 54017 715-247-2941 Property Owner Grand Properties,LP Parcel ID# Page 2 of 3 31 Boring# Boring Pit Ground Surface elev. 95.92 ft. Depth to limiting factor 24 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 sl 2fsbk mfr as 2f .6 1.0 2 9-24 10yr4/3 none sl 2fsbk mfr gw 1f .6 1.0 3 24-36 7.5yr4/6 mld 10yr6/6 10yr6/2 scl 2msbk mfr 9W — .4 .6 4 36-64 7.5yr4/4 mad yr6 /8 7.5 /3 scl 2fsbk mfr ---- ---- .4 .6 /3 F—I Pit Boring# Boring 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 ❑ 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 2 *Eff#1 *Eff#2 *Effluent#1=BOD 30<220 mg/L and TSS>30<150 _ *Effluent#2=BODS<30 mg/L and TSS<30 ntg/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 ahcmate format,please contact the department at 608-266-3151 or TTY 608-264-8'777. Page 3 of 3 Conducted by: Conducted For. Ref.No.%a16 Schmitt Soil and Site Evaluations Name: Grand Properties,LP. Thomas L 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 7-v2,U y Lot No.: i 6 Legal Description: /I/A11/4 NA✓1 14 S17 T31N R18W Township of Star Prairie, St.Croix County Bench Mark EL 100.00'Top of 2"pvc pipe Alternate Bench Mark El./a,.3d Top of 2"pvc pipe Slope=-I/90 Contour Line EL Contour Line Length 7S ?$r Scale 1"=40' I 3fl toPrez 0a � Dunro �Nb5T 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.