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Home My WebLink About026-1306-00-058 (2) yeVisconsin SOIL EVALUATION REPORT - #1497 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings S~,pmitt Soil Testing, Inc. Attach complete site plan on paper not less than 81%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. 58 Please print all information. Re By Date Personal information you provide may be used va Law, s. 15.04 (1) (m)). Property Owner Property Location Sienna Corporation Govt. Lot NE1 SE1/4, S18, T30N, R18W Ocr Property Owner's Mailing Address 2 6 06 Lot # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 58 The Glens Of Willow River City St a Zip I("Nfliglber ❑ City ❑ Village M 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 94.1 U. F 1-1 Z Boring # ❑ Boring Pit Ground surface elev. 97.76 ft. Depth to limiting factor 115+ 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 0-10 10yr3/1 none sl 2fsbk mfr as 2vf .6 1.0 2 10-19 10yr4/3 none scl 2fsbk mfr gw 1vf .4 .6 3 19-32 10yr4/6 none girls lcsbk mvfr Cs .7 1.6 4 32-115 10yr6/4 none s Osg ml .7 1.6 a 43 Boring # ❑ Boring ® Pit Ground surface elev. 98.81 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Ef#2 1 0-12 10yr3/1 none sil 2fsbk mfr as 2vf .6 .8 2 12-21 10yr4/4 none sid 3fsbk mfr gw 1vf .4 .6 3 21-31 10yr4/4 none sl 2fsbk mfr a 1vf .6 1.0 4 31-115 10yr6/4 none s Osg ml .7 1.6 ( I► .5 * 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 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 9/17/20W 715-247-2941 SBD-8330 (807/00) Property.Owner Sienna Corporation Parcel ID # 58 Page 2 of 3 F -1-1 Boring # Boring Pit Ground surface elev. 98.08 ft. Depth to limiting factor 115+ 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 A 3fsbk mvfr as 2vf .6 .8 2 12-22 10yr4/4 none sicl 3fsbk mfr gw 1vf .4 .6 3 22-32 10yr4/6 none sl 2fsbk mfr cs lvf .6 1.0 4 32-38 10yr5/6 none grcos Osg ml cs .7 1.6 5 38-115 10ytl6/4 none s ft ml .7 1.6 I 17 Boring F-1 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. *Eft#1 *Eff#2 ❑ Boring # Boring Pit Ground surface elew 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. *Eft#1 *Eff#2 ' Effluent #1 = B005> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = 6005 < 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 608-2648777. SBD-8330 (8.07/00) SduTdd Sol Tesft, Ine. Page J of 3 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: 7155--247-2941 / Subd.Name: The Glens of Willow River signature: Lot No.: Date: /7 '/06 ©6 Legal Description: 5C 1 /4 SE 1 /4 S 18 T3 ON RI 8W Backhoe pit Township, County: Richmond, St. Croix A Bench Mark El. 100 00' Top of 2" pvc pipe Q Alternate Bench M k El. 96.92 ' Top of 11'~~C 1011'516 Slope= ~ Contour Line El. /r IV Contour Line Length 5`"~ s2 Sea = 40' /.?a az y` 31 U ,D o 7' e ~ 135 d~ `X This Soil and Site Evaluation was completed to fulfill a zoning requirement. It may or may n in a location suitab for y u use.