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lVisconsin SOIL EVALUATION REPORT - #1510
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Schmitt Soil Testing, Inc.
County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must 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. Parce l I.D.
69
Please print all information. Reviewe DZ11
tPersonal information you provide may be used evaCy s. 15.04 (1) (m)). Property Owner Property Location
Sienna Corporation ovt. Lot E114, E1/4, S18, T30N, R18W
Property Owner's Mailing Address SEP -4 To LUVV of # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 69 The Glens Of Willow River
City State p Cocf. mbar City ❑ Village X Town Nearest Road
Minneapolis MN 54 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 fl.
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 94.70'.
F 1-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 98.68 ft. Depth to limiting factor 116+ 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. 'Efr#1 'Efr#2
1 0-10 10yr3/3 none sl 2fsbk mfr as 1vf .6 1.0
2 10-14 10yr5/6 none grls lmsbk mvfr gw 1vf .7 1.6
3 14-116 10yr6/4 none s Osg ml .7 1.6
7
Boring # ❑ Boring
❑ Pit Ground surface elev. 99.13 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 0-10 10yr3/3 none grsl 2fsbk mfr as lvf .6 1.0
2 10-22 10yr4/6 none grls lmsbk mvfr Cs 1vf .7 1.6
3 22-115 10yr6/4 none s Osg ml - .7 1.6
r-d
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r i
' 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 L/ /Afi+n It- 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)
Property Owner Sienna Corporation Parcel ID # 69 Page 2 of 3
FiBoring # ❑ Boring
❑ Pit Ground surface elev. 95.83 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 "Ef#2
1 0-11 10yr3/3 none grsl 2fsbk mfr gw 2m,2f .6 1.0
2 11-18 10yr3/2 none gris lmsbk mvfr cw 2f,2vf .7 1.6
3 18-115 10yr6/4 none s Osg ml .7 1.6
❑ 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 "Ef#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
li
" Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <-l 50 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.
ssD-8330 (R07/00) Sdvn t Soil TesUM, Inc.
i
Page 3 of .3
Comducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address: 4940 Viking Drive Suite 608
1595 72nd St. City, State, Zip: Minneapolis, MN 55435
New Richmond, WI. 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
Signature: ~o Lot No.:
Date: C///7 1/ 6 $ Legal Description: S~ 1/4 SE1/4 S18 T30N RI 8W
Backhoe pit Township, County: Richmond, St. Croix
Bench Mark El. 100.00' Top of 2" pvc pipe LJ 6& Gt, L~Q ~j
Q Alternate Bench Mark El. y?<, 961 ' Top of
Slope= J-S- Contour Line El. /Via- Contour Llne Length I//;
Scale 1" = 40' Qra
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This Soil and Site Evaluation was completed to fulfill a z n requirement. It may may not be in a location suitable for you use.