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Home My WebLink About030-2141-00-004 (2) 1317 Wisconsin Department of Con SO~~EPORT Page I -of 3 Division of Safe and Buildings in ac nce wj4Cfflmrn 85, Wis. Adm. C Tom Schmitt r~I1 County Attach complete site plan on paper not less than 8'% 11 inches in sae`. Phan St. Croix include, but not limited to: vertical and horizontal re rence p irecbon and percent slope, scale or dimemsions, north arrow, a locati WWrpot road. Parcel I.D. Please print all information. ~C Revi ` Date Personal information you provide may be used for secondary Purposes (Privacy law, s. 15.04 (1) (m : G~,~', a Ar Property Owner Property Location Grand Properties, LP Govt. Lot SW 19 NW 1/4 S 36 T 30 NR 19 W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 4 Natalie's Ridge City State Zip Code Phone Number j City J Village d Town Nearest Road Somerset WI 54025 715-247-5900 St.Joseph 80Th St. 1r' New Construction Dce: II Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD I Replacement I Public or commercial - Describe: Parent material outvvash over sandstone r✓ Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a mounds tem. System elevation is 99.33' based off of contour line established at 9 . Slope m % (flat). Depth to limiting factor is 28". Boring # Boring Pit Ground Surface elev. 98.53 ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 'Eff#1 'Eff#2 1 0-11 1Oyr3/3 none sl 2msbk mfr as 2vf .6 1.0 2 11-28 1Oyr3/4 none sl 2msbk mfr 9W 1vf .6 1.0 3 28-36 10yr4/6 c27 5 S /2/8 sil 2msbk mfr cW .6 .8 4 36-79 1Oyr5/6 none ms Osg ml as .7 1.6 5 79-96 1Oyr8/1 none vfs 0 cemented - 0.0 0.0 vtiLv~ S Fin, P~E'.(1~ ` ❑ Boring # J Boring im Pit Ground Surface elev. 98.41 ft. Depth to limiting factor 47 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-15 1Oy13/2 none sl 2fsbk mfr as 2vf .6 1.0 2 15-30 1Oyr3/3 none vfsl 2csbk mfr 9W 1vf .4 .8 3 30-47 1Oyr4/4 none vfsl 2msbk mfr cW .4 .8 4 47+ C Oyr8/2 none vfs Om cemented 0.0 0.0 ' Effluent #1 = BOD 5> 30 < 220 mgtL and TSS >30 < 150 mg/L ' Effluent #2 = BOD a 30 mg/L and TSS <,0 mg/L CST Name (Please Print) Signature; CST Number jA~ Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, Wl 54017 12/16/04 715-247-2941 Property Owner Grand properties, LP Parcel ID # Page 2 of 3 F3 ] Boring # Boring i~ Pit Ground Surface elev. 98.53 ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-12 10yr3/2 none sl 2msbk mfr as 2vf .6 1.0 2 12-19 10yr3/4 none vfsl 2csbk mfr 9w 1vf .4 .8 3 19-34 7.5yr4/6 none scl 2msbk mfr gw - 4 .6 4 34-47 1 m2d 7.5yr6/8 sicl 2fsbk mfr cW 4 6 7.5 r6/1 5 47-60 10yr8/2 none vfs 0 cemented 0.0 0.0 Resistance to penetration at 50". ❑ Boring # Boring J 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 Boring # J Boring ❑ _f Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtft' *Eff#1 *Eff#2 Effluent #1 = BOD ? 30 < 220 mg& and TSS >30 < 150 mg/L ` Effluent #2 = BOD5 -j.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 608-266-3 t 51 or TTY 608-264-8777. Page 3 of 3 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Grand Properties, LP Thomas I Schmitt, CST 227429 Address: 712 Rivard Street 1595 72nd St. City, State, Zip: Somerset, WI. 54025 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: Natalies Ridge -OY Lot No.: Legal Description ,9J IM /A/1/4 S36 T30N R19W / Township of St. Joseph, St Coix County Bench Mark El. 100.00' Top of I/2" rebar Alternate Bench Mark El. X 98 i Top of I/2" rebar Slope= O-A eT' Contour Line El. 96~ Scale 1" = 40' 19.7 3 T3 311 Qz U 4 cvv~ INV 43 s~ p(P~A y f, 7 This soil report was done to fulfill a zoning requirement. A preliminary plot map was used, no drainage easements or driveway locations were established at the time this soil and site evaluation was conducted.