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Home My WebLink About026-1306-00-062 Vsconsin SOIL EVALUATION REPORT #1502 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. 62, Please print all information. Revi By Date Personal information you provide may be for nvacy Law, s. 15.04 (1) (m)). 6 I , Property Owner roperty Location Sienna Corporation ovt. Lot NE1/4, E1/4, S18, T30N, R18W Property Owner's Mailing Address 2006 of # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 62 The Glens Of Willow River City State Zip C e UNPkrQNwq"r ❑ City ❑ Village ❑ Town Nearest Road Minneapolis MN 5 Richmond 100Th 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 high trench 100.10', low trench 99.10'. _ 2- F-1-1 Boring # Boring Pit Ground surface elev. 102.95 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 *Efr#2 1 0-15 10yr3/2 none sl 2fsbk mvfr as 2f lvf .6 1.0 2 15-26 10yr4/3 none sl 2fsbk mfr gw lvf .6 1.0 3 26-36 10yr4/4 none scl 2msbk mfr Cs 1vf .4 .6 4 36-55 10yr5/4 none Is Osg ml Cs 1vf .7 1.6 5 55-72 10yr5/6 none s Osg ml gs .7 1.6 6 72-110 10yr5/4 none grcos Osg ml .7 1.6 u Z.2 Boring # Boring ❑ Pit Ground surface elev. 102.05 ft. Depth to limiting factor 110 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. *Eff#1 *Eff#2 1 0-14 10yr3/2 none sl 2fsbk mfr CS 2f lvf .6 1.0 2 14-26 10yr4/3 none sl 2fsbk mfr gs lvf .6 1.0 3 26-35 10yr4/4 none scl 2msbk mfr gs 1vf .4 .6 4 35-45 10yr4/6 none Is lcsbk mvfr gs 1vf .7 1.6 5 45-62 10yr5/4 none grcos Osg ml CS ivf .7 1.6 6 62-110 10yr5/6 / none Cos Osg ml .7 1.6 Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODS < 30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt ';A 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 9/16/2006 715-247-2941 SBD•8330 (R.07/00) Property Owner Sienna Corporation Parcel ID # 62 Page 2 of 3 F21 Boring # U Boring Pit Ground surface elev. 100.06 ft. Depth to limiting factor 45 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 10yr3/2 none I 2fsbk mfr as 2f lvf .6 .8 2 10-20 10yr4/4 none sl 3msbk mfr gs 1Vf .6 1.0 3 20-25 7.5yr4/6 none gals Osg ml gs .7 1.6 6 4 25-45 10yr5/4 none grcos Osg ml as .7 1.6 5 45-78 5yr4/4 m2d 7.5yr6/8 7 5 r6 i sl Osg mfr 2 6 Boring # ❑ Boring Z Pit Ground surface elev. 101.40 ft. Depth to limiting factor 108+ 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 0-16 10yr3/2 none sl 2fsbk mfr as 2f lvf .6 1.0 2 16-34 10yr4/4 none sl 2msbk mfr as 1Vf .6 1.0 3 34-43 10yr5/6 none s Osg Ml Cs 1Vf .7 1.6 4 43-55 10yr5/4 none grcos Osg M1 Cs 1Vf .7 1.6 5 55-65 10yr5/6 none s Osg ml gs .7 1.6 I 6 65-108 10yr5/4 none grcos Osg ml .7 1.6 F-51Boring # ❑ Boring Z Pit Ground surface elev. 104.68 ft. Depth to limiting factor 110+ 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 10yr3/3 none grsl 2msbk mfr Cs if lvf .6 1.0 2 11-29 10yr4/4 none sd 2msbk mfr gw 1Vf .4 .6 3 29-41 10yr4/4 none sl 2msbk mfr Cs .6 1.0 4 41-75 10yr5/6 none Cos Osg M1 Cs .7 1.6 5 75-110 10yr6/4 none s Osg ml .7 1.6 * 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 (807/00) Schmitt Soo T estNlg, LIC. Page -7 of Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: Sienna Corporation Thomas I Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608 1595 72nd St. City, State, Zip: Minneapolis, MN 55435 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: The Glens of Willow River Signatur ,,X~/ Lot No.: Date: ?116 le) Legal Description: /12e-1/4 SE1/4 S18 T30N R18W III Backhoe pit Township, County: Richmond, St. Croix ® Bench Mark El. 100.00' Top of 2" pvc pipe Alternate Bench Mark El. /0 V, S-V 'Top of v? Slope= Contour Line El. Contour Line Length Scale 1 40' f aR' / YES / l~ S1 5 OM 13~rcnb t''G,. ~ G e S4c prcOtAps eat ~cl~ 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.