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Home My WebLink About030-2141-00-005 (2) f ~C PR1jGjE AT N REPORT 1318 Wisconsin Department of Commerce Page 1 of 3 Division of Safety and Buildings in } cordar~v'+ith,C m 85, Wis. m. Code Tom Schmitt H~~ QQ Attach complete site plan on paper not less t n 8'% x 11 inches, inn size. leftmust County St. Croix include, but not limited to: vertical and horizo I ref' er c =rection and l I.D. percent slope, scale or dimensions, north a a id lo~i JN Tdneares road. Parce NG OFFICE L i°Z/q D - Please print all inform R iewe y 7-/zaL Personal information you provide may be used for secondary purposes (Primy Law, s. 15.04 (1) (m)). Property Owner Property Location Grand Properties, LP Govt. Lot SW 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 5 Natalie's Ridge City State Zip Code Phone Number J City _j Village e Town Nearest Road Somerset WI 54025 715-247-5900 St.Joseph 80Th St. M' New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD I Replacement Public or commercial - Describe: Parent material outwash over sandstone Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a mound system. System elevation is 99.4' based off of contour line established at 98.90'. Slope is 0% (flat). Depth to limiting factor is 33". Boring # Boring om Pit Ground Surface elev. 98.73 ft. Depth to limiting factor 33 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDffiz *Eff#1 *Eff#2 1 0-15 10yr3/2 none I 2fsbk mfr cs 1vf .6 .8 2 15-28 10yr4/4 none sl 2msbk mfr gw 1vf .6 1.0 3 28-33 10yr4/6 none scl 2msbk mfr cw .4 .6 4 33+ 10yr8/3 none vfs Osg cemented 0.0 0.0 ❑ Boring # I Boring Y► Pit Ground Surface elev. 98.92 ft. Depth to limiting factor 68 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF *Eff#1 *Eff#2 1 0-12 10yr3/1 none I 2fsbk mfr as 2vf .6 .8 2 12-23 10yr4/6 none scl 2msbk mfr 9W 1vf .4 .6 3 23-33 10yr4/4 none sl 2msbk mfr cW 1vf .6 1.0 4 33-68 10yr5/6 none ms Osg ml cs 1.6 5 68-82 7.5yr5/4 c2d10 /1/6 vgrcos Osg ml as 1.6 6 82+ 10yr8/1 none vfs Om cemented - 0.0 0.0 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS <,gp 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 e Property Owner Grand Properties, LP Parcel ID # Page 2 of 3 a Boring # J Boring i~ Pit Ground Surface elev. 98.68 ft. Depth to limiting factor 74 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 'Eff#1 •Eff#2 1 0-12 1Oyr3/3 none I 2fsbk mfr as 1vf .6 .8 2 12-25 1Oyr4/6 none scl 2fsbk mfr 9W 1vf .4 .6 3 25-30 1Oyr4/4 none grsl 2msbk mfr gs .6 1.0 4 30-74 1Oyr5/6 none ms Osg ml as 7 1.6 5 74+ 1Oyr8/2 none vfs Om cemented 0.0 0.0 ❑ 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 # 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 " Effluent #1 = SOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODS < 30 mg/- 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, Wl. 54025 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: Natalies Ridge 0 V Lot No.: Legal Description: Shy 1/4 /YA1114 S36 T30N R19W Township o£ 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-=_OA Contour Line El. c 90' S el"=40' Q~ -3e .20' L~ D P J03 Alp This soil report was done to fulfill a zoning requirement. A preliminary plot map was used, no drainage easements or drivowmv Imatinm were estaatAished at the time this exAl and site evaluation was cx)nduc:tPd.