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Home My WebLink About026-1306-00-054 (2) 14 Wnsin SOIL EVALUATION REPORT #1538 Department of Commerce in accordance with Comm 85, Wis. Adm. Code-,. _s - - - Page 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. 54 Please print all information. Rev' By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). /O /to Q Property Owner Property Location Sienna Corporation IVE.Q ovt. Lot NE1/ , SE1/4, S18, T30N, R18W Property Owner's Mailing Address at # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 54 The Glens Of Willow River City State 15435,+ p C P r City Village ® Town Nearest Road Minneapolis MN UNTY Richmond 100Th St. New Construction Use: ®R rooms 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 gpd/ sgft rating. Possible system elevation for Area 1 is 90.82'. Boring # ❑ Boring ❑ Pit Ground surface elev. 96.92 ft. Depth to limiting factor 120+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Efru2 1 0-16 10yr3/3 none sl 2fsbk mfr Cs 1vf .6 1.0 2 16-27 10yr4/3 none sl imsbk mfr gw 1vf .4 .7 3 27-37 10yr4/4 none SCI 2msbk mfr Cs .4 .6 4 37-48 7.5yr4/6 none gris icsbk mfr cs .7 1.6 5 48-61 10yr5/6 none vfsl 1msbk mfi as .2 .6 6 61-120 10yr5/4 none grs Osg ml .7 1.6 ❑ Boring # ❑ Boring -73 ® Pit Ground surface e1e . 96.62 fl. Depth to limiting factor 110+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-9 10yr3/3 none sl 2fsbk mfr gw 2vf .6 1.0 2 9-22 10yr3/1 none sl 2fsbk mfr gw 1Vf .6 1.0 3 22-33 10yr4/3 none sl 2msbk mfr Cs .6 1.0 4 33-51 7.5yr5/6 none grls icsbk mvfr as .7 1.6 5 51-110 10yr6/4 none s Osg ml .7 1.6 ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS <_30 mg/L and TSS S_30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt i"` • ,,u- Via- 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 9/21/2006 715-247-2941 SBD-8330 (R07/00) Property Owner Sienna Corporation Parcel ID # 54 Page 2 of 3 Boring # ❑ Boring ® Pit Ground surface elev. 93.77 ft. Depth to limiting factor 108+ in. Soil Application Rate FT]- 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 10yr3/4 none grsl 2fsbk mfr as 3m,2vf .6 1.0 2 8-21 7.5yr5/6 none grcos Osg ml gw 2f,ivf .7 1.6 3 21-58 10yr5/4 none vgrcos Osg ml as .7 1.6 4 58-108 10yr6/4 none s Osg ml .7 1.6 4] Boring # ❑ Boring Pit Ground surface elev. 93.47 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#t *Eff#2 1 0-8 10yr3/3 none sl 2fsbk mfr as ivf .6 1.0 2 8-15 10yr4/3 none sl 2msbk mfr gw 2m,2vf .6 1.0 3 15-24 10yr4/6 none grls icsbk mfr a ivf .7 1.6 4 24-55 10yr5/6 none grcos Osg ml cs .7 1.6 5 55-83 10yr5/6 none grs Osg MI CS .7 1.6 6 83-110 10yr6/4 none s 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 * 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 fonnat, please contact the department at 608-266-3151 or TTY 608-264-8777. SW-8330 (RO7100) sdya Sad Tes ft, Inc. Page -7 of .3 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, WI. 54017 Phone: 715-247-2941 / Subd.Name: The Glens of Willow River Signature: sJ/,o Lot No.:~ Date: Legal Description: NE 1/4 SE1/4 S18 T30N R1 8W / Backhoe pit Township, County: Richmond, St. Croix Bench Mark El. 100.00' Top of 2" pvc pipe Q Alternate Bench Mark El. 8 ! G 7 Top of ~Sc-' 4,14 Slope= /,7!4 Contour Line El. Contour Line Length Scale V = 40' ,e~p~rEO Ro,44 x`44'3 a51 ~1 -7 2 E , Z b ~-3 Lac 9~/o.uo S 3 G (oil 3i - x I X cA 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.