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Home My WebLink About026-1306-00-017 Nvisconsln SOIL EVALUATION REPORT l j j #1481 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 parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 17 , Revie By Date Please prinrj&=:X uo~e Person al information you provide may be u r "acy 4, s. 15.04 (1) (m)). 1.6 0(. Property Owner erty Location Sienna Corporation SEP 2 6 2006 op vt. not NW11, SE1/4, S18, T30N, R18W Property Owner's Mailing Address L t# Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 ST. CROIX COUNTY 17 The Glens Of Willow River City State Zi Code P ❑ 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 Area 1 is 95.50'. Boring # ❑ Boring ❑ Pit Ground surface elev. 99.12 ft. Depth to limiting factor 105+ 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 *Ef#2 1 0-10 10yr3/1 none sil 2fsbk mfr as 2m,ivf .6 .8 2 10-15 10yr4/4 none A 2fsbk mfr gw ivf .6 .8 3 15-25 10yr4/6 none Sid 3msbk mfr Cs 1vf .4 .6 4 25-39 10yr5/4 none Cos Osg ml CS .7 1.6 5 39-66 10yr6/4 none s Osg ml Cs .7 1.6 6 66-105 10yr5/6 none ' grs Osg ml .7 1.6 4 ..1 4~3 711 - 2] Boring # Boring ❑ Pit Ground surface elev. 99.24 ft. Depth to limiting factor 104+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef#1 *Etf#2 1 0-14 10yr3/1 none sil 2fsbk mfr as 1m,1f .6 .8 2 14-26 10yr4/3 none sid 3msbk mfr gw lvf .4 .6 3 26-33 10yr4/4 none sl 2msbk mfr CS 1vf .6 1.0 4 33-81 10yr6/4 none s Osg ml Cs .7 1.6 5 81-104 10yr5/6 none grs Osg ml .7 1.6 55.5° * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_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 9/13/2006 715-247-2941 5HD-8330 (R07/00) M Property Owner Sienna Corporation Parcel ID # 17 Page 2 of 3 A Boring # Boring ~ ~ pit Ground surface elev. 99.14 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. *Ef1#1 *Eff#2 1 0-11 10yr3/1 none sil 2fsbk mfr as 2m,ivf .6 .8 2 11-16 10yr3/4 none A 2fsbk mfr gw 1vf .6 .8 3 16-26 10yr4/4 none scl 2msbk mfr gs ivf .4 .6 4 26-104 10yr5/6 none s Osg ml .7 1.6 y3• ❑ 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/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#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/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Efw ' Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <_l50 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) SdwMd Son Testing, Inc. Page 3 of Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: Sienna Corporation Thomas I Schmitt, CST 227429 Address: y9y~' tI, k-hy Dave Sui k- ~v8 1595 72nd St. City, State, Zip: /W,27~,G,/~, s~S'~sl New Richmond, WI. 54017 Phone: 715..2447-2941 ` Subd.Name: The Glens of Willow River Signature: ✓'"a~ Lot No.: 1 17 Date: /2 1 C 6 Legal Description: Al JI14 SETA 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. /y-e,,.2 6 `Top of ~2 /wc Slope= © A Contour Line El. /M Contour Line Length /Vii Scale 1" = 40' ~ X60 17/' g 9` A (w~" l e sP 17W 3 b 5 d,ly ~ X23$ 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.