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Home My WebLink About026-1306-00-019 (2) NVIsconsin SOIL EVALUATION REPORT ' #1476 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings oil Testing, Inc. Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County S Croix include, but not limited to: vertical and horizontal reference point ((BM), direction and percent slope, scale or dimensions, north arrow, and locatio i nce to nearest road. Parcel I.D. 19 Please print all Rev' 4 / By Date Personal information you provide may be sed fo ary purposes (Privacy , s. 15.04 (1) (m)). /d /d D (o Property Owner 6 roperty Location Sienna Corporation CEP ajovt. Lot NW1/4, /El/4, S18, T30N, R18W 19 Block # ~ Subd. Name 6r CSM# Property ling Address 4940 Viking Drive rSuite 608 S 1 GRC~X CC !At The Glens Of Willow River City State Zip Code a Number ❑ City L-] 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 fl. General comments and recommendations: Area is suitable for a conventional system with a 0.6 gpd/sqft rating. Possible system elevation for Area 1 is 95.70'. F-11 Boring # ❑ Boring / ❑ Pit Ground surface elev. 99.28 ft. Depth to limiting factor 93 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. 'E11#1 *Eff#2 1 0-10 10yr3/2 none sl 2mgr mvfr as 2m,2f .6 1.0 2 10-24 10yr4/4 none scl 2msbk mfr gw 1vf .4 .6 3 24-37 10yr4/6 none sl 2msbk mfr 9w 2vf .6 1.0 4 37-61 10yr5/6 none ws Osg ml Cs .7 1.6 5 61-93 10yr6/4 none s Osg ml as .7 1.6 6 93-105 2.5y6/6 c2d 10yr6/6 fs Osg ml 5 1.0 10 r7 1 gs,yo N F2 Boring # ❑ Boring 9b 7$ ® Pit Ground surface elev. 99.01 ft. Depth to limiting factor 78 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. •1211#1 'EO2 1 0-10 10yr3/2 none sil 2mgr mfr as 2m,2f .6 .8 2 10-24 10yr4/4 none sicl 3msbk mfr gw 1vf .4 .6 3 24-78 10yr2/6 none s Osg ml as .7 1.6 4 78-100 2.5y6/6 `2d1~/8 fs Osg ml - .5 1.0 q ~2 ' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS s30 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 9/13/20W 715-247-2941 SBD-8330 (R07/00) L Property Owner Sienna Corporation Parcel ID # 19 Page 2 of 3 J-3] Boring # Boring ✓ Pit Ground surface elev. 99.35 ft. Depth to limiting factor 80 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 1 0-11 10yr3/1 none sil 2fsbk mfr as 2m,2f .6 .8 2 11-26 10yr4/4 none scl 3fsbk mfr cs 1Vf .4 .6 3 26-80 10yr5/6 none s Osg ml as .7 1.6 4 80-100 2.5y6/6 m2d 10yr6/8 vfs Osg ml .4 .6 10yr7/1 F-I [I 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/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # El 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/ft2 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 = 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 (8.07/00) Sdm t Soo Tes ft Im Page 3 of-? Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: Sienna Corporation Thomas I Schmitt, CST 227429 Address: 1595 72nd St. City, State, Zip: New Richmond, Wl. 54017 Phone: 715-2447-2941/ Subd.Name: The Glens of Willow River Signatur e: Lot No.: Date: % i O r Legal Description: /V4)1/4 SEl/4 S18 T30N R18W ® Backhoe pit Township, County: Richmond, St. Croix A Bench Mark El. 100.00' Top of 2" pvc pipe A Alternate Bench Mark El. Ioz, V2 Top of .2 Pie t4, ~ Slope= l Contour Line El. /N14 Contour Line Length Scale 1" = 40' 3~q 2a7~ iS ~Id- P P~EACa~ s~~ 63 ~ A~~ 1 , Lt yq, 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.