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Home My WebLink About026-1306-00-041 (2) Wisconsin SOIL EVALUATION REPORT #1514 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings - chmitt 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 Parcel f percent slope, scale or dimensions, north arrow, and location and distance to nearest road. _ 1 Please prln Rev' By Date Personal information you provide may be u fors APe cy 4, s. 15.04 (1) (m)). Property Owner roperty Location Sienna Corporation SEP 2 6 2006 ovt. Lot SW1/4, SE1/4, S18, T30N, R18W Property Owner's Mailing Address A # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 ST. CROIX COUNTY 41 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 ystem with a 0.4 9Pd/ sqft rating. Possible sy tem elevation for Area 1 is 93.26'. ~y-3 b-"/ 4-S -L ;1- 6l w a evs . F-11 M Boring # Boring Pit Ground surface elev. 98.85 ft. Depth to limiting factor 96+ 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 0-13 10yr3/2 none sil 2fsbk mfr as 2vf .6 .8 2 13-27 10yr4/4 none sicl 2fsbk mfr gw 1vf .4 .6 i 3 27-46 10yr4/6 none Is lcsbk mvfr gw .7 1.6 4 46-53 10yr4/4 none sl 2msbk mfr cs .6 1.0 5 53-90 10yr6/4 none s Osg ml as .7 1.6 6 90-96 10yr7/2 none vfs Osg ml .4 .6 a Boring # Boring Pit Ground surface elev. 96.67 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 1 0-11 driveway gravel as 2 11-20 10yr3/2 none sil 1mpl mfi as .4c .6 3 20-37 10yr4/3 none sil 2fsbk mfr gw .6 .8 4 37-43 10yr4/4 none sl lmsbk mfr cs .4 .7 5 43-60 10yr5/4 none grcos Osg ml as .7 1.6 6 60-75 10yr6/4 none s Osg ml Cs .7 1.6 7 75-115 10yr5/6 none grcos Osg ml 7 1.6 * Effluent #1 = BOD5> 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 9/19/2006 715-247-2941 SBD-8330 (8.07/00) Property Owner Sienna Corporation Parcel ID # 41 Page 2 of 3 3] F Boring # ❑ Boring ❑ pit Ground surface elev. 96.14 ft. Depth to limiting factor 120+ 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 0-4 driveway gravel as - 2 4-9 10yr3/3 none A lmpl mfr gw .6 .8 3 9-21 10yr4/6 none SO 2fsbk mfr gw .4 .6 4 21-48 10yr6/4 none Is imsbk mfi cs .7 1.6 5 48-77 10yr5/4 none grcos Osg Ml CS .7 1.6 6 77-96 10yr6/4 none s Osg ml as .7 1.6 7 96-120 10yr5/6 none 210 it Osg ml .7 1.6 _gFCDS 3 ,SV gyp. ❑ Boring # ❑ Boring ® pit Ground surface elev. 7.24 ft. Depth to limiting factor 84 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ISM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 10yr3/2 none sl 2fsbk mfr gs 1vf .6 1.0 2 8-16 10yr4/4 none sl 2fsbk mfr gs 1vf .6 1.0 3 16-45 10yr4/6 none Is icsbk mvfr gs .7 1.6 4 45-50 10yr4/4 none sl 2msbk mfr CS .6 1.0 5 50-69 10yr6/4 none grcos Osg ml cs .7 1.6 6 69-84 10yr7/2 none vfs OSg ml as .4 .6 7 84+ weathered sandstone I F 5 ❑ Boring Boring # ❑ pit Ground surface elev. 96.14 ft. Depth to limiting factor 81 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 10yr3/2 none sil 2fsbk mfr as 2vf .6 .8 2 11-24 10yr4/4 none Sid 2fsbk mfr gw 1vf .4 .6 3 24146 10yr4/6 none Is lcsbk mvfr gw .7 1.6 4 46-56 10yr4/4 none sl 2msbk mfr Cs .6 1.0 5 56-81 10yr6/4 none s Osg ml as .7 1.6 6 81+ weathered sandstone " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <160 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 sou Tes", inc. 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.: / Date: _ f /'/9 Legal Description: f -z/ 1/4 SE1/4 S18 TMN R18W Backhoe pit Township, County: Richmond, St. Croix Bench Mark El. 100.00' Top of 2" pvc pipe Q Alternate Bench Mark El. ~?O • 16 Top of L,NE P" y/f y? aC 'Sell aT11- Slope= Contour Line El. NA Contour Line Length IVA- 67i99e-nn 7 G /n/£ Scale 1" = 40' A+('* Gr,y,ha~ bLt1*) 1'V7S 5'~,'!~ m. 5:'-A -Y Yi~e W,'S 4'. 4 J yz Q ' 91 Lev R~2 I elk I ? ~ e 3~f ~v yc This Soil and Site Evaluation was completed to fulfill a zoning requircrntm, !t may or may not Fo in n Iocation smta le for you use.