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Home My WebLink About026-1306-00-035 SOIL EVALUATION REPORT NuVisconsin #1534 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Schmitt Soil Testing, Inc. Division of Safety and Buildings 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 to nearest road. Parcel I.D. 35 AaA61" -1 Please print ll inf~i[re~vE® Revie By Dat Personal information you provide may be u for secondary purposes (Privacy s. 15.04 (1) (m)). /d /z b Property Owner S E P perty Location Sienna Corporation G Lot NW1/ , NE1S19, T30N, R18W Property Owner's Mailing Address ST.CROMCOUNlY Lo # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 5 The Glens Of Willow River City State Zip ode Phone Number 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 0.6 gpd/ sgft rating. Possible system elevation for Area 1 is (step trenches) high trench 92.50', low trench 91.0'. F-11 Boring # ❑ Boring ® Pit Ground surface elev. 97.19 ft. Depth to limiting factor 98+ 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 0-6 10yr3/4 none sl 2msbk mfr as 2vf .6 1.0 2 6-29 10yr5/4 none grcos OSg ml as ivf .7 1.6 3 29-52 10yr6/4 none s Osg ml Cs .7 1.6 4 52-64 10yr5/6 none cbcos Osg ml Cs .7 1.6 5 6498 10yr6/4 none Cos Osg ml .7 1.6 5D b•Z~ 9 2] Boring # E] Boring ® Pit Ground surface elev. 97.19 ft. Depth to limiting factor 125+ 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 •Eff42 1 0-9 10yr3/3 none I 2fsbk mfr as if lvf .6 .8 2 9-17 10yr4/3 none sid 2msbk mfr gw 1vf .4 .6 3 17-28 10yr4/4 none scl 3msbk mfr 9w .4 .6 4 28-43 10yr4/6 none sid 3msbk mfr gw .4 .6 5 43-70 10yr7/4 none sl 2msbk mvfr Cs .6 1.0 6 70-125 10yr6/4 none s Osg ml .7 1.6 2• ' Effluent #1 = BOD5> 30 < 220 mg/L and TSS > 0 < 15 mg/L 'Effluent #2 = BODS s30 mg/L and TSS <_30 mglL 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 9/21/2006 715-247-2941 ssn-8330 (x.07/00) Property Owner Sienna Corporation Parcel ID # 35 page 2 of 3 3 Boring # Boring F Pit Ground surface elev. 93.44 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 *Eff#2 1 0-11 10yr3/3 none sil 2fsbk mfr as ivf .6 .8 2 11-22 10yr4/3 none scl 3msbk mfr gw 1vf .4 .6 3 22-31 10yr4/4 none sl 2msbk mfr 9W lvf .6 1.0 4 31-42 10yr7/4 none sl imsbk mfi Cs .6 1.0 5 42-98 10yr6/4 none s Osg MI Cs .7 1.6 6 98-110 10yr5/4 none grcos Osg ml .7 1.6 Boring # Boring ® pit Ground surface elev. 92.14 ft. Depth to limiting factor 125+ 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 0-15 10yr3/2 none sl 2fsbk/impl mfr Cs lvf .6 1.0 2 15-23 10yr5/3 none I 2fsbk mfr gw lvf .6 .8 3 23-39 10yr4/6 none sd 2msbk mfr gw .4 .6 4 39-64 10yr7/4 none sl imsbk mfr gw .4 .7 5 6471 10yr5/6 none s Osg MI Cs .7 1.6 6 71-125 10yr6/4 none Cos Osg ml .7 1.6 Fs-I Boring # ❑ Boring ® pit Ground surface elev. 94.54 ft. Depth to limiting factor 120+ 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 0-10 10yr3/3 none sl 2fsbk/1mpl mfr gs 1vf .6 1.0 2 10-27 10yr4/3 none sl 3msbk mfr 9w 1vf .6 1.0 3 27-31 10yr4/4 none sd 3msbk mfr gw .4 .6 4 31-45 10yr4/6 none sl 2msbk mfr gs .6 1.0 5 45-76 10yr6/4 none cos Osg ml as .7 1.6 6 76-120 10yr6/4 none / s Osg ml .7 1.6 S HZ .a~ * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = 8005 < 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 (R.07M) sdllm som Tes*v, im. Page 2 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, WI. 54017 Phone: 715-247-2941 Subd.Name: The Glens of Willow River Signature: c. Lot No.: .5J^ Date: / i d/ 106 Legal Description: 111A114NE114 S19 T30N RI 8W Backhoe pit Township, County: Richmond, St. Croix Bench Mark El. 100.00' Top of 2" pvc pipe Q Alternate Bench Mark El. ~Y-'/Y Top of " /9-11E 10116 Slope= 657. Contour Line El. A64 Contour Line Length Scale 1" = 40' ~I I he Q' I" P 411 S L 1 p t ~l This Soil and Site Evaluation was completed t taifill a zonilg requitement. It m* or may not be in a Tmm4up suitable for you use.