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Home My WebLink About026-1306-00-039 (3) Wisconsin #1512 SOIL EVALUATION REPORT A-" 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 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 9 Please print all information. Rev By Da Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Sienna Corporation Govt. Lot SW1 4, S414, S18, T30N, R18W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 39 The Glens Of Willow River City State Zip Code 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 0.7 gpd/ sgft rating. Possible system elevation for Area 1 is 94.0'. a Boring # ❑ Boring ❑ Pit Ground surface elev. 98.99 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 *Eff#2 1 0-10 10yr3/2 none sl 2fsbk mfr as 2f .6 1.0 2 10-20 10yr4/3 none SI 2msbk mfr gw 2vf .6 1.0 3 20-26 10yr4/4 none SCI 2msbk mfr gw 1vf .4 .6 4 26-41 10yr4/6 none SI 2msbk mfr Cs 1vf .6 1.0 5 41-60 10yr5/4 none grcos Osg ml as .7 1.6 6 60-115 10yr6/4 none S Osg ml .7 1.6 2] Boring # ❑ Boring Pit Ground surface elev. 99.19 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 *Eff#2 1 0-13 10yr3/2 none A 2fsbk mfr as 2f .6 .8 2 13-26 10yr4/3 none sd 3msbk mfr gw 2vf .5 .6 3 26-35 10yr4/4 none SI 2msbk mfr gw 1vf .6 1.0 4 35-49 10yr5/6 none SI 2msbk mfr Cs .6 1.0 5 49-64 7.5yr5/6 none s Osg ml gs .7 1.6 6 64-115 10yr6/4 none s OSg ml .7 1.6 alli- * Effluent #1 = BODS> 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 "0''cao 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 (R.0'7/00) Property Owner Sienna Corporation Parcel ID # 39 Page 2 of 3 M Boring # Boring P8 Ground surface elev. 98.89 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 *Ef#2 1 0-13 10yr3/1 none sil 3fsbk mfr as 2f lvf .6 .8 2 13-29 10yr3/4 none sicl 3msbk mfr gw 2vf .4 .6 3 29-41 10yr5/3 none grsl 2msbk mfr cs ivf .6 1.0 4 41-71 10yr5/6 none s Osg ml gs .7 1.6 i 5 71-115 10yr6/4 none s Osg ml .7 1.6 u a ❑ Boring # ❑ Boring El 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/ftz 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 GPDKtz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <_150 mg/L * Effluent #2 = BODS < 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) schmttr Soil Testing, Inc. Page 3 of -3 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: 715-247-2941Subd.Name: The Glens of Willow River Signature: _ Lot No.: J~ Date. ~ i Legal Description: 74 1/4 SE1/4 S18 T30N R18W Backhoe pit Township, County: Richmond, St. Croix Bench Mark El. 100.00' Top of 2" pvc pipe Alternate Bench Mark El. _ .29' Top of / zeG"v Pi/t s ar ~~°`3f Q^~ Slope= PP/Lo' Contour Line El. Contour Line Length ~ Scale 1" = 40' A~ `r 7 V bZ Yq' ~ fit 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.