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Home My WebLink About026-1306-00-036 (2) #1535 R SOIL EVALUATION REPO lVisconsin Department of Commerce in accordance with Comm 85, Wis. Adm. Code 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. /1) j Please print all 36 i Rev' By Date Personal information you provide may be for rivacy , s. 15.04 (1) (m)). /d /L O Property Owner Property Location Sienna Corporation 2 6 2006 ovt. Lot SW1/ , SE1/4, S18, T30N, R18W Property Owner's Mailing Address of # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 T, CROIX COUNTY 36 The Glens Of Willow River City State Code Pho ❑ City ❑ Village ® Town Nearest Road Minneapolis MN 55435 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. Possible system elevation for Area 1 is 9966 0'. l.1 W F-11 Boring # ❑ Boring ® Pit Ground surface elev. 97.93 ft. Depth to limiting factor 33 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 1 0-7 10yr3/2 none sl lfsbk mfr as lvf .6 1.0 `\L 2 7-14 10yr4/3 none sd 3msbk mfr gw 1vf .4 .6 V~ 3 14-21 10yr4/4 none sd 3msbk mfr gw ivf .4 .6 4 21-33 10yr6/4 none sd imsbk mfi gw lvf .2 .3 5 33-80 10yr7/4 m2d 7.5yr6/8 grsl Om mfi 2 6 7.5yr6/2 ❑ Boring # Boring ® Pit Ground surface elev. 101.03 ft. Depth to limiting factor 112+ 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 1 0-9 10yr3/2 none sil 2fsbk mfr as lvf .6 .8 2 9-15 10yr5/3 none sil 2fsbk mfr gw ivf .6 .8 3 15-21 10yr4/4 none sid 3msbk mfr gw 1vf .4 .6 4 21-33 10yr5/6 none scl imsbk mfi cs .2 .3 5 33-45 7.5yr5/6 none grs Osg ml gs .7 1.6 6 45-112 10yr6/4 none / s Osg ml .7 1.6 9b•3 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: CST Number Thomas I Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 9/21/2006 715-247-2941 ssn-9330 (t.07100) Propertli Owner Sienna Corporation Parcel ID # 36 Page 2 of 3 31 Boring # ❑ Boring ® Pit Ground surface elev. 99.58 ft. Depth to limiting factor 115+ in. Soil Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary: Roots GPDtft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 1 0-10 10yr3/2 none sl 2fsbk mfr as ivf .6 1.0 2 10-23 10yr4/4 none sicl 3msbk mfr gw lvf .4 .6 3 23-30 10yr4/6 none grsl 2msbk mfr gw ivf .6 1.0 4 30-44 10yr5/6 none s Osg MI Cs .7 1.6 5 44-60 10yr5/4 none grcoS Osg m cs .7 1.6 6 60-115 10yr6/4 none s OSg m .7 1.6 9b a '$~q1~ ❑ Boring # ❑ Boring ~Z. ® Pit Ground surface elev. 101.30 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 REff#2 1 0-9 10yr3/2 none sil 2fsbk mvfr as 2vf .6 .8 2 9-24 10yr4/4 none sicl 3msbk mfr 9w 1vf .4 .6 3 24-36 10yr4/6 none sl 2msbk mfr cs .6 1.0 4 36-55 7.5yr5/6 none s Osg MI Cs .7 1.6 5 55-81 10yr6/4 none grcos Osg ml a .7 1.6 6 81-110 10yr6/4 none s OSg ml .7 1.6 all ❑ Boring # ❑ Boring V3 ❑ 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 = 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) Sdmntt Soo Tes ft Im. J Page -3 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: 715-247-2941 Subd.Name: The Glens of Willow River Signature: Lot No.: 6 - Date: -2 C1 _ Legal Description: S1,0 1/4 SE1/4 S18 T30N R18W Backhoe pit Township, County: Richmond, St. Croix Bench Mark El. 100.00' Top of 2" pvc pipe L'\ Alternate Bench Mark El. Top of ma/ G'~Sc/~'EN7, %hy/c, "0" Slope= A Contour Line El. /y14 Contour Line Length /1/f yc~ Scalc 1 4 - - 9' g Ohl r l 133 f V T3 ~o a~ This Soil and Site Evaluation was co pl tom to fulfill a zoning requirement. It may or may not be in a location suitable for you use. Pr 1l T"