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Home My WebLink About038-1239-18-000 f 1 �,�G� Wisconsin Department of Commerce SOIL � � REPORT Page 1 of 3 ' Division of Safety and Buildings in accordance with C 85,Mi. bode Tom Schmitt Attach complete site plan on Cou;; paper not less than 8/x x t t inches in s' Plan;�iust, St.Croix include,but not limited to:vertical and horizontal reference point(B ,direction and' percent slope,scale or dimensions,north arrow,and location and ri e:to nearest road. Parcel I.D. ��/��,r�, Please print all information. L R By Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04 ti1.(h�). Property Owner Property Loce iori c�CJ Grand Properties, LP Govt.Lot NE 19 NW 1/4 S 17 T 31 N R 18 W Property Owner's Mailing Address Lot# Block# Subd.Name or CSNI# 712 Rivard Streeet, Suite 300 18 Squaw Lake Estates City State Zip Code Phone Number City I VI lags It Town Nearest Road Somerset I WI 1 54025 715-247-5900 Star Prairie I 94Th St. 01 New Construction Use: 116 Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD I Replacement J Public or commercial-Describe: Parent material Glacial Till Flood pMain elevation,if applicable nor General comments and recommendations: Area is suitable for a mound system.System elevation is 99.30'based off of contour line established at 98.22'.Slope is 10%. Depth to limiting factor is 23". Boring# :.j Boring 16 Pit Ground Surface elev. 98.77 ft. Depth to limiting factor 31 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 "Eff#1 'Eff#2 1 0-8 10yr3/3 none sl 2mgr mvfr cs 2m,2f .6 1.0 2 8-16 10yr4/4 none sl 2fsbk mfr gW 2f .6 1.0 3 16-31 10yr5/3 none sl [tl bk mfr gW 1f .6 1.0 4 31-57 7.5 4/6 m2d 7.5 /8 yr 7.5 /2 sl bk mfi — -- .4 .7 F2 Boxing# _:;j Boring tM Pit Grand Surface elev. 98.57 fl. Depth to limiting factor 23 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 'Eff#1 'Eff#2 1 0-9 10yr3/4 none sl 2mgr mvfr cs 2f,1m .6 1.0 2 9-23 10yr4/3 none sl 2fsbk mfr gw 1f .6 1.0 3 23-46 7.5yr4/6 c210�,r5/2/6 sl 1 msbk mfr gW .4 .7 4 46-68 7.5yr4/4 m ld 1��/6 — _____5/3 sl Om mfi 2 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 o , 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St.,New Richmond,Wl 54017 8/17/04 715-247-2941 i 4 Property Owner Grand Properties, LP Parcel ID# Page 2 of 3 a Boring# J Boring Pit Ground Surface elev. 96.72 ft. Depth to limiting factor 26 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-14 10yr32 none sl 2mgr mvfr gi 2m,2f .6 1.0 2 14-26 10yr4/4 none sl 2fsbk mfr gw if .6 1.0 c2d yr6/2 6 3 26-34 7.5yr4/6 10r6/2 SI 2msbk mfr cvv ---- .6 1.0 4 34-49 5yr4/6 c2d 7.5yr6/8 7.5 /2 sl 3csbk mfr cw — .6 1.0 5 49-68 10yr5/3 m2p 7.5yr5/6 10yr6/1 sil 1 msbk mfr .4 .6 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 a Boling# J Boling I P8 Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 `Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L "Effluent#2=BOD5<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. Conducted by. Page 3 of 3 Conducted For: Re£ No.�7�! Schmitt Soil and Site Evaluations Name: • Grand Properties, LP. Thomas J. 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 9—/7 O Y Lot No.. ___L(_ /I Legal Description: yt 1/4N41114 S17 T31N R18W Township of Star Prairie, St.Croix County Bench Mark EL 100.00'Top of 2"pvc pipe Alternate Bench Mark EL 9?a/Top of 2"pvc pipe Slope= /OJ Contour Line EL�,1�„?,� Contour Line Length 2�- lid i ODO r Scale 1"=40' r � r� 1 � OD 9� '311 �4L,� Cie 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. �,.- a