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Home My WebLink About026-1306-00-021 (2) `*Isconsin SOIL EVALUATION REPORT #1471 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- Please print all information. 21 Revie By Dat Personal information you provide may be u s. 15.04 (1) (m)). /d /d 0 (o Property Owner roperty Location Sienna Corporation ~ovt. Lot 1/4, 41/4, S18, T30N, R18W Property Owner's Mailing Address of # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 21 The Glens Of Willow River City State p Co&eT• C ❑ City ❑ Village X Town Nearest Road Minneapolis MN 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 95.3'. Slope is 1 Boring # ❑ Boring ❑ Pit Ground surface elev. 99.95 ft. Depth to limiting factor 105+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff#2 1 0-11 10yr3/2 none sil 2fsbk mfr as 2m,2f .6 .8 2 11-23 10yr3/4 none sil 2fsbk mfr gw 2vf .6 .8 3 23-34 10yr4/4 none sl 3fsbk mfr Cs 1vf .6 1.0 4 34-57 10yr6/4 none s Osg ml as .7 1.6 5 57-105 10yr5/4 none grs Osg ml .7 1.6 y.3 n S~ Boring # Boring Z ® Pit Ground surface elev. 99.40 ft. ❑ Depth to limiting factor 102+ 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 10yr3/2 none I 2fsbk mfr as 2m,2f .6 .8 2 12-18 10yr4/3 none I 2fsbk mfr gw 2vf .6 .8 3 18-29 10yr4/4 none sl 2msbk mfr cs ivf .6 1.0 4 29-102 10yr5/6 none s Osg ml .7 1.6 Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODS s30 mg/L and TSS s30 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 9/13/2006 715-247-2941 SBD-8330 (R.07/00) Property Owner Sienna Corporation Parcel ID # 21 Page 2 of 3 F ]Boring # ❑ Boring ❑ Pit Ground surface elev. 99.0 ft. Depth to limiting factor 104+ 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 I 2fsbk/1mpl mfr as 2m,if .6 .8 2 9-17 10yr3/4 none A 2fsbk mfr gw 1Vf .6 .8 3 17-27 10yr4/6 none A 2msbk mfr gw 1Vf .6 .8 4 27-32 10yr5/6 none 51 imsbk mfr 6 .4 .7 5 32-104 10yr6/4 none s Osg ml .7 1.6 1.14 , $ b ❑ 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 *Eft#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/ftz 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 format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (807/00) Schmitt SON Testing, Mc. Page ,3 of 3 Conducted by: Conducted For: • Schmitt Soil Testing Inc. Name: Sienna Corporation Thomas J. Schmitt, CST 227429 Address: _5/9yO ,14k ~5 Q f~ ve- 5'u'!4 "0`9 1595 72nd St. City, State, Zip: f~'1- ~~cw X4, %i~71il 5-~; `12S- New Richmond, W1. 54017 Phone: 715-247-2941 Subd.Name: The Glens of Willow River signature: Lot No.: A Date: 9' 113 /0(, Legal Description: 51V 1/4 SE1/4 S18 T30N R18W ® Backhoe pit Township, County: Richmond, St. Croix ® Bench Mark El. 100.00' Top of 2" pvc pipe Q Alternate Bench Mark El. 0~ Top of e~ Slope= Contour Line El. NA Contour Line Length N~ Scale 1" = 40' ~5 'q \ 2 ~ tZ E-A !P. Id ~ sue' ~ \f~~~ 6 3 :a7 7 pRly~ .231 j sS' yS'' a3' 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.