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Home My WebLink About026-1306-00-012 (2) `4sconsin SOIL EVALUATION REPORT #1483 Department of Commerce in accordance with Comm 85, Wis. Adm. Cod Page i of 3 Division of Safety and Buildings Schmitt Soil Testing, Inc. Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County 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. . 12 Please print all information. Rev' By Date Personal information you provide may be used for a 04 (1) (m)). Property Owner Prope Location Sienna Corporation Govt. it NW1/ , SE1/4, S18, T30N, R18W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 12 The Glens Of Willow River Q-r City State Zip C e Phone um pity Village ❑ Town Nearest Road Minneapolis MN 55435 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 0.7 gpd/sqft rating. Possible system elevation for Area 1 is 100.50'. _ a Boring # Boring ® Pit Ground surface elev. 103.63 ft. Depth to limiting factor 103+ 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 0-9 10yr3/3 none sil 2fsbk/1mpl mfr as 2m,2f .6 .8 2 9-14 10yr4/6 none sl 2msbk mfr gw ivf .6 1.0 3 14-40 10yr5/4 none grcos Osg ml as 1vf .7 1.6 4 40-103 10yr6/4 none s Osg ml .7 1.6 ~•5~O 3 ]Boring # ❑ Boring Pit Ground surface elev. 104.13 ft. Depth to limiting factor 104+ 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. *Etf#1 *Eff#2 i 0-8 10yr3/3 none sil 2mgr mvfr as 2m,2f .6 .8 2 8-15 10yr3/4 none sicl 2msbk mfr 9W if .4 .6 3 15-24 10yr4/4 none scl 2msbk mfr gw 1vf .4 .6 4 24-30 10yr4/6 none sl 2msbk mfr Cs ivf .6 1.0 5 30-55 i0yr5/4 none grcos Osg ml as ivf .7 1.6 6 55-104 10yr6/4 none s Osg ml .7 1.6 * Effluent #1 = BODS> 30 < 220 mg/L and SS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS S30 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 SB"330 QL07/00) Property Owner Sienna Corporation Parcel ID # 12 Page 2 of 3 3 Boring Depth Pit Ground surface elev. 99.33 ft. to limiting factor 3$ in. Soil Application Rate F 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 sl 2mgr mvfr gw 2m,2f .6 1.0 2 11-24 10yr3/4 none sl 2msbk mfr 9w 1m,1f .6 1.0 3 24-38 10yr4/4 none sl 2msbk mfr Cs ivf .6 1.0 4 38-72 2.5y7/4 m2d 10yr6/8 vfs Osg ml - .4 .6 10yr7/1 peg J 4 ]Boring # Boring pit Ground surface elev. 104.93 ft. Depth to limiting factor 106+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff#2 1 0-10 10yr3/1 none sil 2fsbk mfr as 2f,ivf .6 .8 2 10-18 10yr4/3 none sil 2fsbk mfr 9w ivf .6 .8 3 18-22 10yr4/4 none sl 2msbk mfr gw 1Vf .6 1.0 4 22-40 10yr5/4 none grcos Osg MI Cs 1Vf .7 1.6 5 40-64 10yr5/6 none Cos Osg ml as .7 1.6 6 64-106 10yr6/4 none h Osg ml .7 1.6 ID Fil [XI Boring # Boring Pit Ground surface elev. 103.83 ft. Depth to limiting factor 100+ 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. *Eft#1 *EW2 1 0-10 10yr3/1 none sil 2fsbk mfr as 2m,if .6 .8 2 10-22 10yr4/4 none sl 2msbk mf Cs 1vf .6 1.0 3 22-46 10yr5/4 none grCos Osg ml as 1vf .7 1.6 4 46-100 10yr6/4 none s Osg ml .7 1.6 rl rc0 * 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 (R.07/00) sdmin Soil Tes", inc. . Conducted by: Conducted For: Page-? of 3 Schmitt 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, Wl. 54017 Phone: 715-247-2941 Subd.Name: The Glens of Willow River Signature: Lot No.: /W Date: 6 Legal Description: /1/1,J 1/4 SE 1/4 S18 T30N R1 8W ® Backhoe pit Township, County: Richmond, St. Croix ® Bench Mark El. 100.00' Top of 2" pvc pipe 0 Alternate Bench Mark El. /0S y/' Top of 5 e-1 co eNj~le rN`/ Zo Slope= o? Contour Line El. NW Contour Line Length Scale 1" = 40' 12cl 30 t a I y~ s1 BM l t by I ►I 63 1 0. l off' ~ far D 1 oil ~ g This Soil and Site Evaluation was co leted to fulfill a ning requirement. It m or may not be in a location suitable for you use.