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Home My WebLink About026-1306-00-027 (2) R-A-L NVIsconsin SOIL EVALUATION REPORT #1526 Department of Commerce in accordance with Comm 85, Wis. Adm. Code age 1 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.D. 27 Please print all information. Rev' By Date Personal information you provide may be used for secondary purposes 15.04 (1) (m)). Date d G Er- I I Property Owner p E CtAv 1--' Prorty Location Sienna Corporation Govt Lot SW1/ SE1/4, S18, T30N, R18W Property Owner's Mailing Address 6 20 Lot # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 p 2~ 1 The Glens Of Willow River City State Zip C e Phone 900N CRI r 17 ❑ dy ❑ Village X Town Nearest Road Minneapolis MN 11 554 ST Richmond 95Th St. Z 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 pd/ sqft rating. Possible system elevation for ea .r 1 is (step trenches) high trench 92.5', low trench 91.5'. P a Boring # F1 Boring ® Pit Ground surface elev. 96.47 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 *Eff#2 1 0-9 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0 2 9-35 10yr4/6 none grsl 2msbk mvfr a 1vf .6 1.0 3 35-63 10yr5/4 none grCos Osg ml Cs .7 1.6 4 63-110 10yr6/4 none s Osg ml .7 1.6 i Ail, Boring # ❑ Boring M Pit Ground surface elev. 95.87 ft. Depth to limiting factor 115+ 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 0-9 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0 2 9-17 10yr4/4 none scl 3msbk mfr gw 1vf .4 .6 3 17-24 10yr4/6 none sl 2msbk mvfr a lvf .6 1.0 4 24-115 10yr5/6 none gr's Osg ml .7 1.6 100 I -71 ~ * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <_30 mg/L and TSS <_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 9/20/2006 715-247-2941 ssD-9330 (IL07i00) 1 Properly Owner Sienna Corporation Parcel ID # 27 Page 2 of 3 a Boring # E] Boring ® Pit Ground surface elev. 92.82 ft. Depth to limiting factor 110+ 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 0-10 10yr3/3 none sl 2fsbk mvfr as 2vf .6 1.0 2 10-22 10yr5/6 none s Og ml gw lvf .7 1.6 3 22-54 10yr5/4 none grcos Osg M1 Cs .7 1.6 4 54-98 10yr6/4 none s Osg ml a .7 1.6 5 98-110 10yr5/4 none grcos Osg ml - .7 1.6 ❑ 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 ill ❑ 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/ft2 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 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) Same SON Testing, Inc. Page 3 of 3 Conducted by: Conducted For: 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, WI. 54017 Phone: 715-247-2941 Subd.Name: The Glens of Willow River Signature: Lot No.: .22 Date: &7a Legal Description: J11..✓ 1/4 SE1/4 S18 T30N R18W Backhoe pit Township, County: Richmond, St. Croix Bench Mark El. 100.00' Top of 2" pvc pipe Alternate Bench Mark El. Top of Slope= F Contour Line El. /1//~ Contour Line Length Nl~ Pry` Scale 1" = 40' rx ~ z 5441 63 CL 4~ G L,Q©. 728-2c This Soil and Site Evaluation was comp ed to fulfill a zoning requirement. It may or may not be in a location suitable for you use.