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Home My WebLink About038-1239-37-000 /�. /- 11293 ' SOIL EVALUATION REPORT v� page 1 of 3 ` Wisconsin Department of Commerce Tom Schmitt Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code County Attach complete site plan on paper not less than 8'%x 11 inches in size. Plan must St.Croix include,but not limited to:vertical and horizontal reference pant(BM),direction and Parcel I.D. �� / )3 / �3'�-�� percent slope,scale or dimensions,north arrow,and location and distance to nearest road. � oc Please print all information. Revi By Date /��` Personal information you pie PV �cY s.15.04(1)(m)). _ Z'z Property Owner a Property Location Grand Properties,LP Govt.Lot NE 1/4 NW 19 S 17 T 31 N R 18 W Property Owner's Mailing Address 'j L-a Lot# Block# Subd.Name or CSW 712 Rivard Streeet,Suite 300 37 Squaw Lake Estates S e Zi0-1 C�cJ der J C8Y �Ilagel Town Nearest Road Cdy Z0^JING Star Prairie 218Th Ave. AM Somerset � - - New Construction Use: 0 Residential!Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement , I 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 99.78'based off of contour line established at 98.45'.Slope is 13%. Depth to limiting 20". M Boring# m Boring 23 in. Soil Application Rate Pit Ground Surface elev. 98.45 ft. Depth to limiting factor � Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PD/ft*Eff#2 1 0-6 10yr3/2 none sil 2mgr mvfr as 2m,2f .6 .8 2 6-17 10yr41 4 none sil 2fsbk mfr cw 2f .6 .8 3 17-23 7.5yr4/4 none scl 3msbk mfr 9W 4 23-43 7.5yr416 027 55 /1/6 sicl 3fsbk mfr cw ----- 4 6 C/o 1 /8 sl Om 5 43-62 5yr5/6 10 /2 Boring# Boring Pit Ground Surface elev. 95.80 ft. 21 in. Soil Application Rate Depth to limiting facts � Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E �GPD/ft*EM 1 0-7 10yr3/3 none sil 2fsbk mvfr cs 2c,2m .6 .8 2 7-15 10yr5/3 none sil 2msbk mfr 9W 2m,1f .6 .8 3 15-21 10yr5/4 none sil 1msbk mfr gw 1f .4 .6 4 21-36 7.5yr4/6 m d .5/2/6 sicl 1 msbk mfr gW 2 •3 m i 0vr6/6 sicl 2fsbk mfi — .2 .3 5 36-50 10yr52 r6/2 *Effluent#1 =BOD 30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mg/L Signature: CST Number CST Name(Please Print) g 227429 Thomas J. Schmitt Date Evaluation Conducted Telephone Number Address Tom Schmitt 9/1/04 715-247-2941 1595 72nd St.,New Richmond,Wl 54017 Property Owner Grand Properties, LP Parcel ID# Page 2 of 3 F Boring# Boring Pit Ground Surface elev. 95.80 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-5 10yr3/3 none sil 2fsbk mfr cs 2m,2f .6 .8 2 5-13 10yr5/4 none sil 2msbk mfr gw if 6 8 3 13-20 7.5yr4/6 none sil 2msbk mfr 9W •6 •8 m2d 7.5yr6/6 sl 1 msbk mfi gW 4 7 4 20-31 7.5yr5/4 7.5 /3 m2d 10yr6/8 MCI 1 msbk mfi — .2 .3 5 31-57 10yr5/3 10yr6/2 F—I Boring# J 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 F—I 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 *Eff#1 *Eff#2 *Effluent#1 =BOD?30<220 mg/L and TSS>30<150 mgA- *Effluent#2=BODS<_30 mg/L and TS$<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 For: Ref.No. /0293 Conducted by: 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, WI. 54017 Phone: 715-247-2941 Subd.Name: Squaw Lake Estates O� Lot No.: ' Legal Description: / 1/4 IV014 S17 T31N R18W Township of Star Prairie,St. Croix County Bench Mark El. 100.00'Top of 2" pvc pipe Alternate Bench Mark El.51''5-0.Top of 2" pvc pipe Slope=. Contour Line El. 7 Contour Line Length 7S Scale 1" =40' a ( 3 r �r Ako t 473 120 qj laa r � ,ion This soil report was done to fulfill a zoning requirement. No permanen re in a time the test was conducted. The area in which it was done may or may not be suitable for yo ,or in ocation shown. s ..