The URL can be used to link to this page

Home My WebLink About026-1306-00-037 NVIsconsin SOIL EVALUATION REPOR " ) #1536 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, n and distance to nearest road. Parcel I.D. 37 Please print all in fic ati1 CE f VE~DRev By Date Personal information you provide maybe used for purposes (Privacy Law, s. 15. (1) (m)). /O Z b~ Property Owner 3 26 perty ovation Sienna Corporation Govt. Lo SW1/4, SEI/4, S18, T30N, R18W Property Owner's Mailing Address ROIX COQ # Block # Subd. Name or CSM# 4940 Viking Drive Suite 608 37 The Glens Of Willow River City State Zip Code Phone Number ity ❑ 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 .6 pd/ sqft rating. Possible system elevation for Area 1 is (step trenches) high trench 101.0% low trenc .0'. F1-1 Boring # ❑ Boring ® Pit Ground surface elev. 98.66 ft. Depth to limiting factor 60 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 0-13 10yr3/2 none sl 2fsbk mfr 9w 1vf .6 1.0 2 13-24 10yr5/3 none sil 2fsbk mfr 9w 1vf .6 .8 3 24-43 10yr4/6 none sicl 2msbk mfr cs 1vf .4 .6 4 43-60 10yr5/6 none s Osg ml as .7 1.6 5 60-90 10yr5/6 m2d 7.5yr6/8 s Osg ml 4c 6 7.5yr6/2 60-90" has 3" bands of 10yr4/6 sil lmsbk with redox features present, rate reduced. Boring # ❑ Boring ® Pit Ground surface elev. 99.94 ft. Depth to limiting factor 48 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 *EfW 1 0-13 10yr3/3 none sl 2fsbk mfr cw lvf .6 1.0 2 13-24 10yr5/3 none sil lmsbk mfr gw .4c .6 3 24-34 10yr4/6 none scl 1msbk mfi gw .2 .3 4 34-48 10yr5/6 none s Osg ml as .7 1.6 5 48-80 10yr5/6 m 7 5.5yr /8 s Osg ml .4 .7 48-80" has 2" bands of 10yr4/6 sl lmsbk with redox features present, rate reduced. * Effluent #1 = BODS> 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 •-x" 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 9/21/2006 715-247-2941 SBD-8330 (R.07100) Propedty Owner Sienna Corporation Parcel ID # 37 Page 2 of 3 f-3 ] Boring # Boring ® Pit Ground surface elev. 101.59 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. •Ef1#1 'Eff#2 1 0-10 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0 2 10-21 10yr4/6 none sd 2msbk mfr gw 1Vf .4 .6 3 21-47 10yr5/6 none Is lcsbk mvfr gw .7 1.6 4 47-60 10yr4/6 none sl 2msbk mfr Cs .6 1.0 5 60-98 10yr5/6 none grcos Osg ml as .7 1.6 6 98-115 10yr6/4 none s Osg ml .7 1.6 Boring # Boring ® P8 Ground surface elev. 100.44 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 0-8 10yr3/3 none sl 2fsbk mfr as 1Vf .6 1.0 2 9-20 10yr4/4 none scl 2msbk mfr 9W 1Vf .4 -6 3 20-31 10yr5/6 none Is lcsbk mvfr gw 1Vf .7 1.6 4 31-48 10yr4/4 none sl 2msbk mfr gw .6 1.0 5 48-61 7.5yr5/6 none s Osg MI Cs .7 1.6 6 61-90 10yr5/6 none grcos Osg Ml Cs .7 1.6 7 90-115 10yr6/4 none s Osg ml .7 1.6 F51 Boring # Boring ® Pit Ground surface elev. 104.94 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 0-9 10yr3/3 none sl 2fsbk mfr as 1Vf .6 1.0 2 9-18 10yr4/4 none sl 2msbk mfr gw 1Vf .6 1.0 3 18-35 10yr4/6 none Is lcsbk mvfr Cs 1Vf .7 1.6 4 35-62 7.5yr5/6 none s Osg ml cs .7 1.6 5 62-90 10yr6/4 none grcos Osg ml cs .7 1.6 6 90-115 10yr6/4 none s Osg ml .7 1.6 1 z~ 1 Effluent #1 = BODS> 30 <220 mg/Land 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) SdmM Soo Tesft, Inc. 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 1.595 72nd St. City, State, Zip: Minneapolis, MN 55435 New Richmond, Wl. 54017 Phone: 715-247-294f1 Subd.Name: The Glens of Willow River Signature:/` - Lot No.: Date: Legal Description: -71x/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. Top of Slope= /b Contour Line El. IVAI Contour Line Length ,VA Scale 1" = 40' LQ~ By 54 0 1 r, /9r ?r ls'~ C° r bm 3S-r Il«Q~~ This Soil and Site Evaluation was completed to ,,bail! a zoning requirement. It may oa ma_; not be in a location suitab".e for you use.