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Home My WebLink About026-1306-00-070 (2) `osconsin SOIL EVALUATION REPORT #1511 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. 70 Please print all information. Rev' By Date Personal information you provide may be used for Law, s. 15.04 (1) (m)). 0 r- r% 14 Property Owner Property Location Sienna Corporation Govt. Lot SE1/4 SE1/ , S18, T301N, R18W Property Owner's Mailing Address a Lot # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 70 The Glens Of Willow River City StaZipQd_,~`~<~~r ❑ City ❑ Village ❑ Town Nearest Road Minneapolis M11 5435_ . _ 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 94.8'. F-11 Boring # E] Boring ❑ Pit Ground surface elev. 99.02 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 *0002 1 0-9 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0 2 9-26 10yr4/4 none scl 2fsbk mfr gw 1vf .4 .6 3 26-33 10yr5/6 none gris lmsbk mvfr Cs .7 1.6 4 33-115 10yr6/4 none s Osg ml .7 1.6 i Boring # Boring ❑ Pit Ground surface elev. 98.42 ft. Depth to limiting factor 116+ 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 0-9 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0 2 9-15 10yr4/4 none sl 2fsbk mfr gw lvf .6 1.0 3 15-19 10yr4/4 none grsl 2msbk mfr Cs lvf .6 1.0 4 19-24 10yr4/6 none Icos Osg ml Cs .7 1.6 5 24-116 10yr6/4 none s Osg ml .7 1.6 * Effluent #1 = BOD? 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 9/17/2006 715-247-2941 SBD-8330(R.07/00) Prokrty Owner Sienna Corporation Parcel ID # 70 Page 2 of 3 F ]Boring # ❑ Boring ❑ Pit Ground surface elev. 97.57 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 0-15 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0 2 15-21 10yr4/4 none sd 3fsbk mfr cs ivf .4 .6 3 21-31 10yr4/6 none Is Osg ml cs .7 1.6 4 31-115 10yr6/4 none s Osg ml .7 1.6 1 q 33.2 Boring # F-1 Boring F-1 E] 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 # 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 * Effluent #1 = BOD5> 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 (R07/00) Schmitt 5011 Testing, Int. Page 3 of3 -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, Wl. 54017 Phone: 715-247-2941 Subd.Name: The Glens of Willow River Signature:~~s2/ Lot NO.: _1-20 Date: Legal Description: Sr 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 0 Alternate Bench Mark El. W ST-" Top of o7 " f~P Slope= Contour Line El. /VP Contour Line Length IYA 9r-*eV-d R'J Scale 1" = 40' (3 f 31 117W MW iM S4, 1~~ y ~5ti (3z j7 y Q ~ `a vak / S vbw J ~f u L,AlLzr Ali This Soil and Site Evaluation was completed o fulfill a zoning requirement. It may or may not be in a location suitable for you use.