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Home My WebLink About038-1239-10-000 1265 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Tom Schmitt Division of Safety and Buildings in accordance with Corm 85yVr9,AdM Code covirity Attach complete site plan on paper not less than 8%x 11 inches in sole. Plan mkt include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. 3 �� c7 percent slope,scale or dimensions,north arrow,and location and di j$tance to nearest road. O 3 �/ Please print all information. P r Rein By Date�^1� � Personal information you provide may be used for secondary purposes(P4_y Law,s:.1b-Q4,(1)(m)) o"-vll Property Owner Lori Grand Properties,LP Govt Lot" ry ._-. 11/4 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 10 Squaw Lake Estates City State Zip Code Phone Number City _f Village Jj Town Nearest Road Somerset I WI 1 54025 715-247-5900 1 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 97.40'based off of contour line established at 96.22'.Slope is 10%. Depth to limiting factor is 22" Boring# Boring e pit Ground Surface elev. 96.47 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PD/ ft2 2 1 0-9 1Oyr3/3 none sil 2fsbk mfr as 2f .6 .8 2 9-19 7.5yr4/4 none sil Zfsbk mfr gw 1f 6 8 3 19-24 1Oyr4/6 none sil 3msbk mfr gw 6 8 4 24-39 7.5yr4/6 X101 /1/6 sl 1 msbk mfr gw 5 39-64 5yr4/6 7.5y�2 sl Om mfi — -- .2 .6 a Boring# l Boring Pit Ground Surface elev. 96.52 ft. Depth to limiting factor 22 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PD/ft'Eff#2 1 0-10 1Oyr3/3 none sil 2fsbk mfr as 2f 6 .8 2 10-22 1Oyr4/4 none sil 3msbk mfr gw 1f 6 8 3 22-54 10yr5/4 r"lj'36�8 sil 1 msbk 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 227429 Thomas J.Schmitt Date Evaluation Conducted Telephone Number Address Tom Schmitt 715-247-2941 1595 72nd St.,New Richmond,WI 54017 .?7 d Property Owner Grand Properties, LP Parcel ID# Page 2 of 3 3 ] F Boring# Boring j Pit Ground Surface elev. 93.92 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 0-8 1Oyr3/3 none sil 2mgr mfr as 2m,2f .6 .8 2 8-15 7.5yr4/3 none sil 2fsbk mfr gw 1f .6 .8 3 15-26 7.5yr4/4 none sil 3msbk mfi cW .6 .8 4 26-52 7.5yr4/6 m 3p510y g/2 sil Om mfi — 0.0 0.2 ❑ Boring# Boring I Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtft2 *Eff#1 *Eff#2 F-IBoring# 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=BOD 30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD <30 m � _ _ s_ g/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. A M S— 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 7 Lot No.: Legal Description: l/W114 lYM/4 S17 T31N R18W Township of Star Prairie, St. Crow County Bench Mark El. 100.00'Top of 2""pvc pipe Alternate Bench Mark El. 95/ 9 Top of 2"pvc pipe Slope= /0.1c' Contour Line El. N.-X?' Contour Line Length �O st Scale 1" =40` jbtl 4 r r r qc i l ,l f i 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.