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Home My WebLink About026-1306-00-057 (2) `VIsconsin SOIL EVALUATION REPORT #1496 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. 57 19 1 Please print all information. Rev' By Date Personal information you provide may be u for Privacy Law, s. 15.04 (1) (m)). / O 71(a lp Property Owner Eveu roperty Location Sienna Corporation ovt. Lot NE1/4 SE1/4, S18, T30N, R18W Property Owner's Mailing Address 2006 of # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 57 The Glens Of Willow River Q-r- ~ City State Zip C e "Iprr City ❑ Village Town Nearest Road Minneapolis MN 5543 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 94.5'. F-1 I 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 10yr3/2 none I 2fsbk mfr as 2f,2vf .6 .8 2 12-25 10yr4/4 none sl 2fsbk mfr Cs lvf .6 1.0 3 25-40 7.5yr5/6 none gricos Osg ml Cs .7 1.6 4 40-115 10yr6/4 none s Osg ml .7 1.6 rl e}Z 2] Boring # L] 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 GPD1ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-11 10yr3/2 none sl 2fsbk mfr as 2f,lvf .6 1.0 2 11-17 10yr4/6 none scl 3fsbk mfr Cs lvf .4 .6 3 17-23 7.5yr4/6 none sl 2fsbk mfr Cs ivf .6 1.0 4 23-30 7.5yr5/6 none s Osg ml Cs .7 1.6 5 30-37 7.5yr4/6 none gricos Osg ml Cs .7 1.6 6 37-115 10yr6/4 f none a s Osg ml .7 1.6 q4.5 14 - Al * Effluent #1 = BOD 5> 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 9/17/2006 715-247-2941 SBD-8330 (8.07/00) Property Owner Sienna Corporation Parcel ID # 57 Page 2 of 3 Boring # Boring Pit Ground surface elev. 98.15 ft. Depth to limiting factor 117+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz i 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 I 2 10-16 10yr4/4 none sil 3fsbk mfr gw lvf .6 .8 3 16-22 10yr4/4 none sl 3msbk mfr Cs ivf .6 1.0 4 22-32 7.5yr5/6 none grlcos icsbk mvfr Cs .7 1.6 5 32-39 10yr5/6 none s Osg ml as .7 1.6 6 39-117 10yr6/4 none s Osg ml .7 1.6 ❑ Boring # ❑ Boring g ❑ 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # F1 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#f *Eff#2 * Effluent #1 = BODS> 30,S 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) SChMItt SON Te5ft, IM. Page 3 of -7 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 0~ I Subd.Name: The Glens of Willow River Signature: Lot No.: Date: f l7 / oif Legal Description: SZ 1/4 SE1/4 S18 T30N R18W Backhoe pit Township, County: Richmond, St. Croix A Bench Mark El. 100.00' Top of 2" pvc pipe Q Alternate Bench Mark El. f8,40 Top of 11(51- ~.ej Slope= 0 P-1) Contour Line El. IVA Contour Line Length Scale 1 40' 90~ ~ U Jill ~dl t3 bo Of 1-60 wr , tl Rye ~ I X231 This Soil and Site Evaluation was completed to fulfill a zoning requirement. It may or may not in a location suitable for you use.