The URL can be used to link to this page

Home My WebLink About026-1306-00-007 (2) • `W sconsin SOIL EVALUATION REPORT #1493 Department of Commerce in accordance with Comm m. a Page 1 of 3 Division of Safety and Buildings Wis Schmitt Soil Testing, Inc. Coun Attach complete site plan on paper not less than 8% x 11 inches in size. Plan mus St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction an percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 7 Please print all information. 7"ed Dat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). p~ !D Property Owner RECEIVED Pro rty Location Sienna Corporation Go Lot NW /4, SE1/4, S18, T30N, R18W Property Owner's Mailing Address Lot Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 SEP 2 6 2006 The Glens Of Willow River City State Zip ode Phone Number city [-]Village M Town Nearest Road Minneapolis MN 5q35 ST. CROIX COUNTY 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 over weathered Flood plain elevation, if applicable na ft. General comments and recommendations: Area is suitable for a conventional system with a 0.6 gpd/ sgft rating. Install system 33" below grade going with contours. F-1-1 Boring # Boring ❑ Pit Ground surface elev. 98.50 ft. Depth to limiting factor 33 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. •01#1 •Eff#2 1 0-10 10yr3/2 none A 2fsbk mfr as 2m,2f .6 1.0 QorX 2 10-19 10yr4/4 none sd 3msbk mfr gw 1vf .4 .6 3 19-27 7.5yr4/4 none grsl 2msbk mfr gw lvf .6 1.0 4 27-33 7.5yr4/6 none grls Osg ml cs .7 1.6 5 33-66 2 c2d 10yr6/8 --M 5y7/3 vfs 0 ml as .4 .6 10yr7/2 ~ 6 66-75 2.5y6/6 c2d 10yr6/8 1 r7 2 grvfs lcsbk mvfi as 0.0 0.0 7 75-80 2.5y7/3 c2d 10yr6/8 vfs Om mfvi I I 1 r7 1 0.0 0.0 F213oring # 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,ivf .6 .8 2 11-19 10yr4/4 none sl 2msbk mfr gw 1Vf .6 1.0 3 19-27 10yr4/6 none Is lcsbk mvfr gw lvf .7 1.6 4 27-79 10yr5/6 none s Osg ml as .7 1.6 5 79-82 2.5y7/3 c2d 10yr6/8 vfs Osg ml 4 6 10yr7/1 11 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS s30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt s 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 # 7 Page 2 of 3 + 3 ]Boring # ~ Boring Pit Ground surface elev. 100.8 ft. Depth to limiting factor 69 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#t 'EfW 1 0-9 10yr3/1 none sl 2msbk mfr as 2m,2f .6 1.0 2 9-17 10yr4/4 none sl 2msbk mfr gw if .6 1.0 3 17-22 10yr4/6 none Icos Osg ml gw .7 1.6 4 22-69 10yr5/6 none grs Osg ml as .7 1.6 5 69-80 2.5y7/3 c2d 10yr6/8 vfs Osg mt .4 .6 10 r7 1 .a5 4] Boring # LI Boring pit Ground surface elev. 100.23 ft. Depth to limiting factor 70 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 'EM 1 0-12 10yr3/1 none sl 2fsbk mfr 9w 1m,2f .6 1.0 2 12-17 10yr4/4 none scl 3msbk mfr gw ivf .4 .6 3 17-28 10yr4/6 none sl 2msbk mfr 9w 1vf .6 1.0 4 28-37 10yr5/4 none Icos icsbk mvfr 9w ivf .7 1.6 5 37-70 10yr5/6 none grCDS Osg ml as .7 1.6 6 70-80 2.5y7/3 c2d 10yr6/8 10yr7/1 vfs Osg ml 4 6 ❑ Boring 33 ❑ Boring # ® pit Ground surface elev. 99.73 ft. Depth to limiting factor 70 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 'EM 1 0-12 10yr3/1 none I 2msbk mfr as 1m,2f .6 .8 2 12-22 10yr4/3 none sil 2msbk mfr gw 2vf .6 .8 3 22-31 10yr4/4 none sl 2msbk mfr Cs ivf .6 1.0 4 31-55 10yr5/4 none grcos Osg ml 9w .7 1.6 5 55-70 10yr5/6 none s Osg ml as .7 1.6 6 70-80 2.5y7/3 c2d 10yr6/8 ml 4 6 1oyr7/1 a q ~O 3 3 " 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) Schmitt Soil Testft, Inc. Property Owner Sienna Corporation Parcel ID # 7 Page 3 of 3 F -il Boring # F] Boring M Pit Ground surface elev. 99.85 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 SO 2msbk mfr 9W 2vf .4 .6 3 20-25 10yr4/6 none sl 2msbk mfr a lvf .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 .4 .6 1 r7 1 ❑ Boring # Boring 33 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 # 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. 5B"330 (R07{00) Schmitt Soil Tes ft, Inc. Page q of .Conducted by: Conducted For: ' Schmitt Soil Testing Inc. Name: Sienna Corporation Thomas J. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608 1595 72nd St. City, State, Zip: Minneapolis, MN 55435 New Richmond, Wl. 54017 Phone: 715-247-2941 ~I Subd.Name: The Glens of Willow River Signature: ta~~i~k/L..v Lot No.: Date. y i /V Legal Description: &4 L114 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. IaX V9' Top of Slope= ?k Contour Line El. N.4~1 Contour Line Length /I/,L 7 s5k r^ r~i~~ a" syS41- 6~~~yluc~~ r~/ le/ -/o Scale 1 " = 40' IpO, 3 ~Qe~ Gw I ' Qz I 33f r 3~ X1,3 G~~ Pot1ti~ lads 7 tZ. 7y, -7' This Soil and Site Evaluation was completed to tulfill a zoning requirement. It may or may not be in a location suitable for you use.