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Home My WebLink About038-1239-08-000 (2) v Wisconsin Department of Commerce SOIL EVALUATION REPORT 1263 Page t of 3 Division of Safety and Buildings in accordance with C m Tom Schmitt Attach complete site plan on paper not less than 8%x 11 inches ins e. Plan must include,but not limited to:vertical and horizontal reference point(B ,direction and St.Croix percent slope,scale or dimensions,north arrow,and location and d tame td a ID naSon. ` ry)G . y_W'u P/ease print all info � Personal irdormatpn you provide may be used for secondary purposes Y Lax=��9 (y}'�h�)j, t - ; R By . Date > Property Owner Grand Properties, LP Govt.Lot NW 19 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 8 1 1 Squaw Lake Estates City State Zip Code Phone Number J City •f Village jM Town Nearest Road Somerset I WI 1 54025 715-247-5900 Star Prairie I 92Nd St. 01 New Construction Use: 611 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 100.30'based off of contour line established at 99.45. Slope is 10°x. Depth to limiting factor is 26' Boring# 1 Boring jim Pit Ground Surface elev. 99.85 ft. Depth to limiting factor 37 in. FSoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= *Eff#1 `EfF#2 1 0-10 10yt314 none Is 1 msbk mvfr as 2m,2f .7 1.6 2 10-24 10yr5/4 none Is 1 msbk mvfr gw 1 m 7 1.6 3 24-37 10yr4/6 none Is 1msbk mvfr gw 1f 7 1.6 4 37-84 7.5yr4/6 flIf10yr6/6 lt7yr6/2 sl 1msbk mvfr — -- .4 .7 Boring# Boring Pit Ground Surface elev. 99.85 ft. Soil Application Rate Depth to limiting factor 30 in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF `Efi#1 `Eff#2 1 0-5 10yr3/3 none Is 1 mgr mvfr as 2m,2f .7 1.6 2 5-19 10yr4/3 none sl 2msbk mfr gw 2f 6 1.0 3 19-30 7.5yr4/4 none grls 059 ml gw 7 1.6 4 30-46 7.5yr416 m1d 1 /6 l0 /2 Is 1 msbk mvfr gW .7 1.6 5 46-74 7.5yr4/4 m2d 7.5 /6 7.5 /2 sl 1 msbk mfr — .4 7 *Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L `Effluent#2=BOD <S.30 mg/L and TSS<,0 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 7–a6'�C>t 715-247-2941 Property Owner Grand Properties,Lp Parcel ID# � Page 2 of 3 3] Boring# —j Ong Pit Ground Surface elev. 97.05 ft. Depth to limiting factor 26 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD *Eff#1 *Eff#2 1 0-8 10yr3/4 none sl 2msbk mfr as 2f 6 1.0 2 8-26 10yr4/6 none Is 1csbk mvfr 9W 2f .7 1.6 3 26-40 10yr4/4 c2d 7.5yr5/8 7.Syr5/3 sl 2msbk mfr cvtr -- 6 1.0 4 40-66 5yr4/6 map yr6//r26/8 si 2msbk mfr — _ .6 1.0 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 Ong# Ong _j Pit 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=BOD <30 m The Department of Commerce is an equal o s_ sta and TSS<30 services eq opportunity service provider and employer. ff 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. Q U 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, WI. 54025 New Richmond,W1. 54017 Phone: 715-247-2941 Subd.Name: Squaw Lake Estates Lot No.: 6_ Legal Description: /U 1/4 N41114 S17 T3IN R18W Township o£ Star Prairie, St. Croix County Bench Mark EL 100.00'Top of 2"pvc pipe Alternate Bench Mark EL y.,90 Top of 2"pvc pipe Slope=-_/0 76 Contour Line El. 9F,SAS` Contour Line Length 7S t Scale V=44' t / qtr 00 10 1 I � P 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. y v