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Home My WebLink About030-2141-00-009 (2) 1322 1 d 1 Wisconsin Department of mmercq AN 0~ a 1 R REPORT palge 1 of 3 Division of Safety and Buildi gs an wjh Comm 85, Wis. m. Code Tom Schmitt County Attach complete Me pl n on' 11 i in size. Plan must St. Croix include, but not limited 6:ve i (BM), direction and parcel I.D. percent slope, scale or imemsions, north arrow, and location and distance to nearest road. 030- 6&-0M Please print all information. Revi Date Personal information you provide may be used for secondary purposes (Primacy Law, s. 15.04 (1) (m)). ( Z. Property Owner Property Location Grand Properties, LP Govt. Lot SE 1/4 NW 1/4 S 36 T 30 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 9 Natalie's Ridge City State Zip Code Phone Number _J City _J Village ✓J Town Nearest Road Somerset WI 54025 715-247-5900 St.Joseph 80Th St. d" New Construction Use: ✓0 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD I Replacement I Public or commercial - Describe: Parent material Outwash Plain Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a conventional system w' 5 d/s ft rating. Possible system elevation for Area 1 is high trench 93.7', low trench 93.0'. Slope is o. Jit Boring # i Boring 1/ pit Ground Surface elev. 98.30 ft. Depth to limiting factor 94+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "Eff#1 PD/fl'Effiif2 1 0-12 1Oyr3/3 none sl 2fsbk mfr Is 2f .6 1.0 2 12-26 1Oyr4/3 none sl 2csbk mfr 9w 1f .6 1.0 3 26-69 1Oyr5/4 none ms Osg ml cs .6 1.0 4 69-94 1 Oyr5/6 none ms Osg ml - .7 1.6 2T- 69" 1" bands of 7.byr4/4 sl 2fsbk, changes rate to 0.6 gpd/sqft. Boring # Boring i/ Pit Ground Surface elev. 97.6 ft. Depth to limiting factor 96+ in. Soil Application Rate F n Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP/fl*0-12 1Oy13/3 none I 2msbk mfr as 4vf.6 .8 12-34 1Oyr4/4 none I 2msbk mfr gw .8 3 34-79 10yr5/6 none ms Osg ml cs 1.0 4 79-96 1Oyr6/4 none ms Osg ml .7 1.6 34"- 79" 1" bands of 775yr4m fs Osg, changes rate E00.5 gpd/sgft. " Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD <30 rrg/L and TSS <30 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 12/18/04 715-247-2941 Property owner Grand Properties, LP Parcel ID # Page 2 of 3 3 ] F Boring # 0 Boring Pit Ground Surface elev. 96.45 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots I *Eff#1 *Eff#2 1 0-14 1Oyr312 none sl 2csbk mfr as 1vf .6 1.0 2 14-35 1Oyr4/4 none sl 2msbk mfr 9w 1vf .6 1.0 3 35-54 1 Oyr4/6 none Is 1 csbk mvfr 9w .7 1.6 4 54-96 10yr5/6 none ms Osg ml .6 1.0 54"-96" 1" bands of 7.5yr4/4 sl 2fsbk, changes rate to 0.6 gpd/sgft. Boring # Boring F-I 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 ❑ Boring # ~ J i Pit Boring 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 5 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS S_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. Page 3 of 3 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Grand Properties, LP Thomas J. Schmitt, CST 227429 Address: 712 Rivard Street 1595 72nd St. City, State, Zip: Somerset, WI. 54025 New Richmond, Wl. 54017 Phone: 715-247-2941 Subd.Name: Natalies Ridge Lot No.. Legal Description: ,F1/4 10114 S36 T30N R19W Township of St. Joseph, St Coix County Bench Mark El. 100.00' Top of 1/2" rebar Alternate Bench Mark EL Top of 1/2" rebar Slope=__, Cjg Contour Line EL I VW t 8 Scale I"= 40' too 1001, la ` 5j6 fS' ~ o cSe.~ 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.