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Home My WebLink About026-1306-00-009 (2) `Visconsin SOIL EVALUATION REPORT ' #1498 Department of Commerce in accordance with Comm 85, Wis. Adm. Cod page 1 of 4 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 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 9 Please print all information. Rev' By Date LZ Personal information you provide may be used for seconds 5.04 (1) (m)). 161 _4~ Property Owner Pro rty Location Sienna Corporation Govt. of NW 4, S 1/4, S18, T30N, R18W Property Owner's Mailing Address ~ l::p 9- 6 2009 Lot # Block # Subd. N me or CSM# 4940 Viking Drive Suite 608 g The Glens Of Willow River City State Zip C e goo"WtWUN ❑ City ❑ Village ❑ Town Nearest Road Minneapolis MN 5543 Richmond 95Th St. ❑ New Construction Use: ❑ Residential / Number of bedrooms 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 0.6 gpd/ sgft rating. Possible system elevation for Area is 95.10'. F-11 Boring # ❑ Boring ® Pit Ground surface elev. 99.99 ft. Depth to limiting factor 60 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 0-10 10yr3/2 none A 2fsbk mfr as im,2f .6 .8 2 10-18 10yr4/3 none sid 2msbk mfr gw 1vf .4 .6 3 18-26 10yr4/6 none sl 2msbk mfr a lvf .6 1.0 4 26-60 7.5yr5/6 none grs Osg ml as .7 1.6 5 60-72 2.5y7/2 c2d 10yr6/8 vfs 0 ml 4 6 10yr7/1 Boring # ❑ Boring ® Pit Ground surface elev. 99.10 ft. Depth to limiting factor 78 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#f •Eff#2 1 0-11 10yr3/2 none sil 2fsbk mfr as 1m,2f .6 .8 2 11-16 10yr4/6 none sid 2msbk mfr 9w 1vf .4 .6 3 16-20 10yr4/4 none grsl 2msbk mfr cs lvf .6 1.0 4 20-78 10yr5/6 none grs OSg ml as .7 1.6 5 78-90 2.5y7/2 c2d1~/8 vfs Osg ml - .4 .6 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 <_30 mg/L and TSS s-30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 9/14/2006 715-247-2941 SBD-8330 (R.07/00) Property Owper Sienna Corporation Parcel ID # 9 Page 2 of 4 Boring # ❑ Boring ✓ ❑ P8 Ground surface elev. 98.52 ft. Depth to limiting factor 90 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/82 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 none I 2fsbk mfr as 2f,lvf .6 .8 2 10-19 10yr4/4 none scl 2fsbk mfr 9w 1vf .4 .6 3 19-31 10yr4/4 none grsl 2msbk mfr Cs ivf .6 1.0 4 31-51 10yr5/4 none grcos Osg ml cs .7 1.6 5 51-72 10yr5/4 none cos Osg ml <5 .7 1.6 6 72-90 10yr5/6 none s Osg ml as .7 1.6 7 90-96 2.5y7/1 c2d 10yr6/8 vfs Osg ml .4 .6 / 10yr7/1 q5 •'r a 41 Boring # ❑ Boring .y a ❑ Pit •1Sto face elev. 98.26 ft. Depth to limiting factor 72 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-11 10yr3/2 none I 2fsbk mfr as 2m,2f .6 .8 2 11-27 10yr4/4 none sid 2fsbk mfr 9w lvf .4 .6 3 27-31 10yr4/6 none sl 2msbk mfr cs 1Vf .6 1.0 4 31-78 10yr5/6 none grs Osg ml as .7 1.6 5 90 2.5y7/2 c2d 10yr6/8 1 r71 Vfs Osg ml .4 .6 78- I 10 7 Boring # ❑ Boring F51 ❑ Pit Ground surface elev. 98.97 ft. Depth to limiting factor 45 J in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 oo~ 1 0-11 10yr3/1 none sil 2fsbk mfr as 2f lvf .6 .8 2 11-19 10yr4/4 none sicl 2fsbk mfr gw lvf .4 .6 3 19-45 7.5yr4/6 none grcos Osg ml as .7 1.6 4 45-96 2.5y7/3 c2d 10yr6/8 vfs OS9 m1 .4 10yr7/1 .6 L *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 i 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 608-2648777. SOD-8330 (8.07/00) Schmitt 5o8 Testkv, inc. I Property Owner Sienna Corporation Parcel ID # 9 Page 3 of 4 ` ❑ Boring # ❑ Boring ✓ Pit Ground surface elev. 98.57 ft. Depth to limiting factor 79 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 0-11 10yr3/2 none sil 2fsbk mfr as 2f,lvf .6 .8 2 11-20 10yr4/4 none sid 2msbk mfr gw ivf .4 .6 3 20-26 10yr4/6 none sl 2msbk mfr cs ivf .6 1.0 4 26-79 10yr5/4 none grcos Osg ml as .7 1.6 5 79-84 2.5y7/3 c2d 10yr6/6 vfs Osg ml .4 .6 10 7/1 ❑ Boring # El 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 ❑ 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 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <_30 mg/L I~ 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. SBD-8330 (8.07/00) Schmitt Sol Testing, IrK. Page j of y Conducted by: Conducted For: j . Schmitt Soil Testing Inc. Name: Sienna Corporation Thomas J. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608 1.595 72nd St. City, State, Zip: Minneapolis, MN 55435 New Richmond, Wl. 54017 Phone: 715-247-2941 Subd.Name: The Glens of Willow River Signature: Lot No.: C/ Date: Legal Description: /UiJ 1/4 SE1/4 S18 T30N R18W Backhoe pit Township, County: Richmond, St. Croix A Bench Mark El. 100.00' Top of 2" pvc pipe Alternate Bench Mark El. /04Z' Top of o2 Slope= S' Contour Line El. Contour Line Length AV Loft ail t3r Scale 1" = 40' 1 f 53 lob' a 78" 1351 c N Pr Drh.t Z' 40 7M90 + 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.