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Home My WebLink About026-1306-00-064 (2) REPORT #1504 L EVALUATION )AWsconsln SOIL Department of Commerce in accordance with Comm 85, Wis. Adm. Code P ge 1 of 3 Division of Safety and Buildings Schmitt Soil Testing, Inc. 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 point (BM), direction and parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 64 Please print all information. Rev' By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). /v J(p d 40 Property Owner Property Location Sienna Corporation RECEIVED ovt. Lot NE1/, SE1/4, S18, T30N, R18W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 64 The Glens Of Willow River City State Zip Code one r ❑ City Village ❑ Town Nearest Road Minneapolis MN 55435. ROIX CoLjNTy Richmond 100Th St. ❑ New Construction Use: ❑ Residential / Num s 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sgft rating. Possible system elevation for Area 1 is high trench 104.5', low trench 102.7'. Boring # ❑ Boring ® Pit Ground surface elev. 107.96 ft. Depth to limiting factor 110+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Ef##2 1 0-9 10yr3/3 none sl 2mgr mfr as 2m,2f .6 1.0 2 9-14 10yr4/6 none grsl 2msbk mfr as ivf .6 1.0 3 14-23 10yr6/4 none grs Osg ml as .7 1.6 4 23-51 10yr6/4 none grcos Os9 ml Cs .7 1.6 5 51-71 10yr5/4 none vgrcos Osg ml Cs .7 1.6 6 71-110 10yr6/4 none Cos Osg ml .7 1.6 0405 El Boring r4~ 52 2]Boring# ❑ Pit Ground surface elev. 102.55 ft. Depth to limiting factor 108+ in. Soil Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Effit2 1 0-7 10yr3/3 none grsl 2msbk mfr as 2m,2f .6 1.0 2 7-21 10yr6/3 none grcos Osg ml gw lvf .7 1.6 F 5 3 21-34 10yr6/4 none s Osg ml gw .7 1.6 4 34-81 10yr5/4 none vgrs Osg ml Cs .7 1.6 81-108 10yr5/6 none s Osg ml 7 1.6 ` Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L `Effluent #2 = BODS s30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: 4z- CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 9/16/2006 715-247-2941 SBD-8330 (R.07100) Property Owner Sienna Corporation Parcel ID # 64 Page 2 of 3 Fil Boring # ❑ Boring Pit Ground surface elev. 102.55 ft. Depth to limiting factor 100+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 1 0-8 10yr3/3 none grsl 2msbk mfr as 3vf .6 1.0 2 8-24 10yr5/4 none rcos Osg ml as ivf .7 1.6 3 24-51 10yr5/6 none cos Osg ml gs .7 1.6 4 51-100 10yr6/4 none s Osg ml .7 1.6 ❑ 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 GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *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 GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5. 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. SOD-8330 (8.07/00) Sdnd Soil TOWN, Inc. Page 3 of--? Conducted by: Conducted For: Swhmitt Soil Testing Inc. Name: Sienna Corporation Thomas J. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608 1595 72nd St. City, State, Zip: Minneapolis, MN 55435 New Richmond, W1. 54017 Phone: 715-247-2941 Subd.Name: The Glens of Willow River Signature: Lot No.: V/ Date: Legal Description: I/E114 SE1/4 S18 T30N R18W Backhoe pit Township, County: Richmond, St. Croix A Bench Mark El. 100.00' Top of 2" pvc pipe A Alternate Bench Mark El. c;l- Top of Slope= /S- Contour Line El. IY14 Contour Line Length A W Scale 1" = 40' rR a~ I° IOU, ~27' ~ a~3 ko tS` J My s c,,jLd a ze/f Cis This Soil and Site Evaluation was completed to fulfill a zoning requirement. It may or may not be in a location suitable for you use.