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Home My WebLink About030-2141-00-003 S LL~~ SORT 1316 Wisconsin Department of Commerce Li Page 1 of 3 Division of Safety and Buildings in accordan with g." > NO/is Adm. Code, Tom Schmitt C' County Attach complete site plan on paper not less than 8% x 1 inches, in size. Plan musF~~ ' St. Croix include, but not limited to: vertical and horizontal cafe poinb(~ mn, and percent slope, scale or dimensions, north arrow, and and ' I0 tme'6141W. Parcel I. D. ~OFF,Y 3o-ai y1-~- r~3 Please print aft infomm on. 3 Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location l Grand Properties, LP Govt. Lot SW 1/4 NW 1/4 S 36 T 30 NR 19 W Property Owner's Mailing Address Lot # T ck # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 3 Natalie's Ridge City State Zip Code Phone Number J City J Village W Town Nearest Road Somerset WI 54025 715-247-5900 St.Joseph 80Th St. 6 New Construction use: e Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD I Replacement J 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 with a 0.7gpd/sgft rating. Possible system elevation for Area 1 is 94.0'. Slope is 2%. Boring # I Boring i1/ Pit Ground Surface elev. 99.25 ft. Depth to limiting factor 108+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= 'Eff#1 ff#2 1 0-13 1Oyr3/3 none sl 2fsbk mfr as 2vf .6 1.0 2 13-33 1Oyr4/4 none sl 2msbk mfr gW 1vf .6 1.0 3 33-43 1 Oyr4/6 m21do1 /2 OVr6/8 sil 2msbk mfr gw .6 .8 4 43-103 1Oyr5/4 none grms Osg ml as .7 1.6 5 103-108 1Oyr8/2 none vfs Deg ml - .4 .6 .10 • ate. atiu~h Boring # J Boring PI Pit Ground Surface elev. 99.08 ft. Depth to limiting factor 101+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz "Eff#1 'Eff#2 1 0-13 1Oyr3/3 none sl 2fsbk mfr as 2vf .6 1.0 2 13-26 10yr4/4 none sl 2msbk mfr 9W 1vf .6 1.0 3 26-45 1Oyr5/4 none cos Osg ml cs - .7 1.6 4 45-101 1Oyr5/6 none ms Osg ml .7 1.6 fiZ / 2/ J-f " Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD <30 mg/L and TSS <,O 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 12/16/04 715-247-2941 Property owner Grand Properties, LP Parcel ID # Page 2 of 3 3~ F Boring # Boring ✓J Pit Ground Surface elev. 98.75 ft. Depth to limiting factor 99+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-14 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0 2 14-32 7.5yr4/4 none scl 2msbk mfr 9w 1vf .4 .6 3 32-40 10yr4/4 c2~ 5yr6//22/8 sil 2msbk mfr 9w .6 .8 4 40-99 10yr5/6 none grms Osg ml .7 1.6 S~Z, / Z o A-, ❑ 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 l *Et7#2 Boring # J 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 " Effluent #1 = BOD 30 < M mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 -i.30 mg/L and TSS _!SA mg4- The Departrn6t of Cok ic-ae equal opportunity service provider and employer. If you need assistanocte access services or need material in Al ra to format, please contact the department at 608-266-3151 or TTY 608-3644777. 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, WI. 54017 Phone: 715-247-2941 Subd.Name: Natalies Ridge 0 y Lot No.. I? Legal Description: Sa 1/4 IYAII14 S36 T30N R19W Township of St. Joseph, St Coix County Bench Mark El. 100.00' Top of 1/2" rebar Alternate Bench Mark El. AV- 0-1 Top of 1/2" rebar Slolye= Contour Line El. A00 S e 1" ='Q1 /(j PEA- ~ a~ 51-tV 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.