The URL can be used to link to this page

Home My WebLink About038-1239-20-000 Wisconsin SOIL EVALUATION REPORT Page 1 1376 Department of Commerce Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Tom Schmitt Attach cram county include,but not limited to:vertical and horizontal reference point(BM),direction and St.Croix percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. Please print all information. /d-`3 Personal information you provide may ;RKR;4 BY Date �J YCaw, .15.04(1)(m)). aBCS f Property Owner Property Location Grand Properties, LP g Govt.Lot NE 19 NW 1b S 17 T 31 N R 18 W Property Owner's Mailing Address . Lot# Block# �Subd.Name or 712 Riv ard Streeet,Suite 300 20 Lake Estates City State Zip Code WPiof r�tlrltbe[ j City j Village M Town Nearest Road Somerset WI �� "�l� F��CI Star Prairie 94Th St. New Construction Use: )M Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD ,,,,_j 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 101.08'based off of contour line established at 99.83'.Slope is 16°x. Depth to limiting factor is 21". I 7 Boring# _�j Boring I I 10 Pit Ground Surface elev. 100.03 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF 'Eff#1 'Efl#2 1 0-7 10yr3/4 none sil 2fsbk mfr CS 2f .6 .8 2 7-21 10yr4/4 none sil 3msbk mfr gw if .6 .8 3 21-37 7.5yr4/6 cld 7.56/6/6 sl 1 msbk mfi — 7.5 /2 gw .4 .7 4 37-61 7.5yr4/4 m 7d5.5/2/6 sl 1 csbk mfr — — 4 7 aBoring# jn, Boring ]e Pit Ground Surface elev. 100.33 ft. Depth to limiting factor 22 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/if 'Eff#1 'Eff#2 1 0-7 10yr3/3 none I 2fsbk mvfr cs 2f 6 g 2 7-13 10yr5/3 none I 2csbk mfr cW 1f 6 8 3 13-22 7.5yr4/4 none sil 3msbk mfr gW — 6 8 c2d 7.56/6/6 4 22-38 106/5/4 7.5 /6 scl 1 msbk mfr gW — .2 .3 5 38-64 10yr4/4 m2d yr6 /8 7.5 /2 sl 1 msbk mfr — --__ _4 .7 /2 'Effluent#1 =SOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD , 30 mg/L and TSS<-W mg/L CST Name(Please Print) Signature: CST Number Thomas J.Schmitt _yo 227429 Add re s Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St.,New Richmond,W154017 828/04 715-247-2941 Property Owner Grand Properties, LP Pare ID# _ Page 2 of 3 F3] Bang# j Boring 10 Pit Ground Surface elev. 96.13 ft. Depth to limiting factor 22 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 mvfr gw 2f 6 1.0 2 9-22 10yr5/6 none sl 2msbk mfr gw 1f .6 1.0 3 22-33 10 r6/4 cld 7.5yr6/6 y 7.5yr5/3 1 msbk mfr gw .q 7 4 33-56 7.5yr4/4 'r'ids'Sy/r26/8 sl 1 msbk 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 GPD = *Eff#1 *Eff#2 Boring# Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD *Eff#1 'Eff#2 "Effluent#1=BOD?30<220 mg/L and TSS>30<150 mgA- *Effluent#2=BODS<30 mgA-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. Schmitt Soil and Site Evaluations Name: Grand Properties, LP. Thomas I Schmitt, CST 227429 Address: 712 Rivard St. Suite100 1595 72nd St. City, State,Zip: Somerset, Wl. 54025 New Richmond, W1. 54017 Phone: 715-247-2941 Subd.Name: Squaw Lake Estates v1�' Lot No.. ,,70 r Legal Description: 1AlValA S17 T31N RI 8W Township of Star Prairie, St. Croix County Bench Mark El. 100.00'Top of 2"pvc pipe Alternate Bench Mark El./O/A?Top of 2"pvc ipe Slope= Z6 g Contour Line El. P? �° YY Contour Line Length S'� Scale 1"=40` fl �foPeSed This soil report was done to fulfill a zonin requirement. No permanent lot markers were in at the time the test was conducted. The area in which it was don mayor may not be suitable for your use,or in the location shown.