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Home My WebLink About026-1306-00-008 (2) Visconsin SOIL EVALUATION REPORT 1) #1492 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 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 LD. 8 Please print all infonnadon. Rev' By Date Personal information you provide may be used for ary purposes (Privacy law, s. 15.04 (1) (m)). b I I- I V-11- " I A Property Owner Kt:UtIVED Pro rty Location Sienna Corporation Govt Lot NW1 , SE /4, S18, T30N, R18W Property Owner's Mailing Address G 6 Lot Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 The Glens Of Willow River City State Zip ode S ' C'MKV ;OUr TY City ❑ Village ❑ Town Nearest Road N Minneapolis MN 5 35 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/sgft rating for Area 1 with a system elevation of 97.70'. Area 2- 0.6 gpd/sgft rating, System elevation 97.29. IT Boring # R Boring ® Pit Ground surface elev. 101.98 ft. Depth to limiting factor 96 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 10y3/2 none sil 2fsbk mfr as 2m,2f .6 .8 2 9-18 10yr4/6 none sil 2msbk mfr gw 1vf .6 .8 3 18-27 10yr4/4 none sid 3msbk mfr Cs ivf .4 .6 4 27-96 10yr5/4 none grcos Osg ml as .7 1.6 5 96-100 2.5y7/3 c2d1~/8 vfs Osg ml .4 .6 2 ]Boring# Boring ❑ Pit Ground surface elev. 101.18 ft. Depth to limiting factor 79 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 10yr3/1 none I 2fsbk mfr as 2f,1vf .6 .8 2 11-19 10yr4/4 none sl 2msbk mfr gw 1vf .6 1.0 3 19-27 10yr4/6 none Is icsbk mvfr gw 1vf .7 1.6 4 27-79 10yr5/6 none s Osg ml as .7 1.6 5 79-82 2.5y7/3 c2d1~/8 vfs Osg ml - .4 .6 LA1 Effluent #1 = BODS> 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 /I-J-- 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 Owner Sienna Corporation Parcel ID # 8 Page 2 of 3 F3]Boring # ❑ Boring Pit Ground surface elev. 100.93 ft. Depth to limiting factor 84 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 10yr3/1 none sl 2mgr mfr as 2f,2vf .6 1.0 2 10-16 10yr4/4 none scl 3msbk mfr gw 1vf .4 .6 3 16-20 10yr4/6 none sl 2msbk mvfr gw ivf .6 1.0 4 20-51 10yr6/4 none s Osg Ml Cs .7 1.6 5 51-72 10yr5/4 none grs Osg M1 Cs .7 1.6 6 72-84 10yr5/6 none grcos Osg ml as .7 1.6 7 84-91 2.5y7/3 c2d 10yr6/8 ► vfs OSg ml - .4 .6 10yr7/3 U , Ito FB6] Boring # ❑ Boring A 11° 4 t) ❑ Pit Ground surface elev. 99.5 ft. Depth to limiting factor 70 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 0-12 10yr3/1 none I 2fsbk mfr as 1m,2f .6 .8 2 12-20 10yr4/4 none sicl 2msbk mfr gw 2vf .4 .6 3 20-25 10yr4/6 none sl 2msbk mfr a ivf .6 1.0 4 25-70 10yr5/4 none grcos Osg ml as .7 1.6 5 70-84 2.5y7/3 c2d 10yr6/8 vfs Osg ml i r7 1 .4 .6 1 ►r ❑ 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 = 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. SBD-8330 (8.07/00) sdalyd SON Testing, Inc. Page Y of y 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: 715-2247-2941 Subd.Name: The Glens of Willow River Signature: -1y`°'"" Lot No.: Date: OA!5 Legal Description: /J/-/,-/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. 10~J, OF / Top of Slope= Contour Line El. NW Contour Line Len th /y# -1~ H 33 r Scale 1 - 40 ~v / I P isq- Y12 /?0 ~~~A,/~~ ICI, CID k k yr 719d/Ft? x,,.31._. qq3 A3 Per ~ ~ This Soil and Site Evaluation was mpleted to fulfill a zoning requirement. It mayor may not be in a location suitable for you use.