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Home My WebLink About026-1306-00-059 (2) NVsconsin - #1501 SOIL EVALUATION REPORT A 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 I.D. Please print all infonnation. 59 Rev' By Dat Personal information you provide may be u for s. 15.04 (1) (m)). ~d / VD~j Property Owner Property Location Sienna Corporation Govt. Lot NE1 , SE/1/4, S18, T30N, R18W Property Owner's Mailing Address zuub Lot # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 59 The Glens Of Willow River City State Zip C e r ❑ City Village ❑ Town Nearest Road Minneapolis MN Richmond 100Th 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 0.7 gpd/ sgft rating. Possible system elevation for Area 1 is 94.8'. Boring # Boring ❑ Pit Ground surface elev. 98.57 ft. Depth to limiting factor 112+ 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 0-11 10yr3/1 none sil 2fsbk mfr as 2vf .6 .8 2 11-19 10yr4/4 none sd 2msbk mfr gw 1VF .4 .6 3 19-26 10yr4/6 none sl 2msbk mvfr Cs 1vf .6 1.0 4 26-32 10yr5/4 none grlcos Osg ml Cs .7 1.6 5 32-112 10yr6/4 none s Osg ml .7 1.6 L M Boring # ❑ Boring ❑ Pit Ground surface elev. 98.37 ft. Depth to limiting factor 110+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 1 0-11 10yr3/2 none sil 2msbk mfr as im,2vf .6 .8 2 11-18 10yr4/4 none sid 2msbk mfr Cs lvf .4 .6 3 18-34 7.5yr5/6 none gdcos Osg ml gw 1Vf .7 1.6 4 34-110 10yr6/4 none s Osg ml .7 1.6 l N * Effluent #1 = BOD5> 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 9/15/2006 715-247-2941 SBD-8330 (R07/00) Property Owner Sienna Corporation Parcel ID # 59 Page 2 of 3 M Z Boring # F-1 Boring Pit Ground surface elev. 98.32 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 0-9 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0 2 9-17 10yr4/6 none sl 2msbk mfr Cs 1vf .6 1.0 3 17-36 10yr5/4 none grCos Osg ml gs ivf .7 1.6 4 36-110 10yr6/4 none s Osg ml .7 1.6 1 'Iq ❑ 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 # Ll 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/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 " Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 <_150 mg/L " Effluent #2 = BOD5 < 30 mg/L and TSS -,j-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) SduniTt Sol Testing, Inc. Page3 of 3 Conducted by: Conducted For: Schrhitt 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: 71155-247-2941 Subd.Name: The Glens of Willow River Signature ~.dlGt 6~tvo~_ Lot No.: ~7 Date: Legal Description: ffi~1/4 SE1/4 S18 T30N R18W N Backhoe pit Township, County: Richmond, St. Croix A Bench Mark El. 100.00' Top of 2" pvc pipe , k Alternate Bench Mark El. %7,,7f' Top of Sle-yl la- 16,e-,Y6-4 A,;P (I've:- OF. 1d Contour Line El. Contour Line Length fYA Slope= Scale 1 40' 14 6 ~ ' . Le 22 w L Ia~~ 63 11 VV ay~r 4-- ais' L.4 7' S- 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.