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Home My WebLink About026-1306-00-049 (2) • #1520 REPORT SOIL EVALUATION Vvisconsin Department of Commerce in accordance with Comm 85, Wis. Adm. Code age 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 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Please print all information. 49 Date Personal information you provide may be used , . 15.04 (1) (m)). Rev' By /25 Z/ Z b Property Owner Pro rty Location Sienna Corporation Go . Lot NE1/4 SE1/4, S18, T30N, R18W Property Owners Mailing Address - Lot Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 g The Glens Of Willow River City State Zip ode Pon W City Village Z Town Nearest Road Minneapolis MN 55d -35 1 Richmond 100Th St. New Construction Use: Z 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 fl. General comments and recommendations: Area is suitable for a conventional system with a 0.7 / sgft rating. Possible system elevation for Area 1 is (step trenches) high trench 9_3.5', low trench 92.6. F 1-1 Z Boring # E] Boring Pit Ground surface elev. 96.97 fl. Depth to limiting factor 115+ 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 0-6 10yr3/3 none sl 2fsbk mfr as 3vf .6 1.0 2 6-26 10yr5/6 none cos Osg ml gw 1vf .7 1.6 3 26-37 10yr5/4 none grcos Osg MI Cs .7 1.6 4 37-115 10yr6/4 none s Osg ml .7 1.6 2 ] Boring # Boring Pit Ground surface elev. 96.97 ft. Depth to limiting factor 115+ 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 0-8 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0 2 8-15 10yr5/6 none grcos Osg ml gw 1vf .7 1.6 3 15-47 10yr5/4 none Cos Osg ml Cs .7 1.6 4 47-115 10yr6/4 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: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 9/18/2006 715-247-2941 SEID-8330 (8.07/00) Property Owner Sienna Corporation Parcel ID # 49 Page 2 of 3 ❑ Boring # El Boring ❑ Pit Ground surface elev. 93.93 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 3vf .6 1.0 2 9-22 10yr5/4 none gricos Osg ml cs 2vf .7 1.6 3 22-115 10yr6/4 none s Osg ml .7 1.6 I' ❑ 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 ❑ 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 = 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. SBD-8330 (807/00) Schmitt Sob Testing, Inc. Page -7 of Conducted by: Conducted For: 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: 715-2447-2941 Subd.Name: The Glens of Willow River Signature: Lot No.: e/f / Date: 1 /S 110,6 Legal Description: N rIA SE1/4 S18 T30N R18W Backhoe pit Township, County: Richmond, St. Croix A Bench Mark El. 100.00' Top of 2" pvc pipe Q Alternate Bench Mark El.. Top of / "7R~~' S'~"'~~ 40/, c Slope= 9t Contour Line El. N14 Contour Line Len~th A r~ Scale 1" = 40' IP ~ 'I a~ g~ L-G© /Ok F4S \ \ vfi This Soil and Site Evaluation wa pleted to fulfill a zoning requirement. It may or may not be in a location suitable for you use.