HomeMy WebLinkAbout026-1306-00-006 (2)
I P A ID
. `Visconsin SOIL EVALUATION REPORT #1491
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 a and location and distance to nearest road. Parcel I.D. 17 f)
Please print al infor Revi V Dat
Personal information you provide may be used secondary pu 15.04 (1) (m)). 9 G
Property Owner EP Pr rty Location
Sienna Corporation 610 G . Lot NE , SE1/4, S18, T30N, R18W
Property 49 0 Viking Owner's ve Suite 608
Drive ST CRC/X ~ouN t 6 Block # TSubd. he Glens Of Willow River
City State Zip Code 'PITOAkQumber ❑ City ❑ Village ❑ Town Nearest Road
Minneapolis MN 55435 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/solft rating. Possible system elevation for Area
1 is 95.20'.
Fil Boring # ❑ Boring
® Pit Ground surface elev. 98.61 ft. Depth to limiting factor 120+ 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 •Efr#2
1 0-11 10yr3/2 none I 2fsbk mfr as 1vf .6 .8
2 11-21 10yr4/4 none sid 2fsbk mfr gw ivf .4 .6
3 21-26 10yr4/6 none grsl 2msbk mfr Cs 1vf .6 1.0
4 26-54 10yr5/4 none Cos Osg ml as .7 1.6
5 54-120 10yr5/6 none s Osg ml .7 1.6
i
.Zo a
,92a 7~•9
F2 ]Boring # Boring
Pit Ground surface elev. 98.93 ft. Depth to limiting factor
® 120+ 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 0-10 10yr3/2 none sil 2fsbk mfr as 2m,2f .6 .8
2 10-18 10yr4/4 none sicl 3msbk mfr gw 1vf .4 .6
3 18-25 10yr4/6 none sd 2msbk mfr CS 1vf .4 .6
4 25-36 7.5yr4/6 none grCOS Osg ml as 1Vf .7 1.6
5 36-120 10yr5/6 none s Osg ml 7 1.6
q~j•ZD
' 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 - 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/14/2006 715-247-2941
SBD-8330 (R 07/00)
ILL
Property Owner Sienna Corporation Parcel ID # 6 Page 2 of 3
t
M Boring # Boring
® Pit Ground surface elev. 98.91 ft. Depth to limiting factor 120+ 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 *EW
1 0-11 10yr311 none sil 2fsbk mfr as 2f if .6 .8
2 11-22 10yr4/4 none sicl 2msbk mfr gw 1Vf .4 .6
3 22-27 10yr4/6 none sd 2msbk mfr a ivf .4 .6
4 27-38 7.5yr4/6 none grcos OSg ml gs .7 1.6
5 38-46 10yr5/4 none grcos OSg ml gs .7 1.6
6 46-120 10yr5/6 none s OSg ml .7 1.6
C,!5 -,,o ❑ Boring # Boring f
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 GPDM?
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EfW
" 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) Schmitt SON TeMV, Irx.
Page j of
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 lens of Willow River
Signature• Lot No.:
Date: 9 i /Y Legal Description: Nz: 1 /4 SE I A S18 T30N R 18 W
Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
Q Alternate Ben h M k El. Top of ~sle~ GoRllie;e? e-O'e'Y6-2)
L4r
Slope= '0 ~l~tt Contour Line El. Contour Line Length A,4
L
71
Scale 1 - 40 3
r
9y'
Iq
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This Soil and Site Evaluation was compl ed to fulfill a zoning requirement. It mayor may not be in a location su' ou use.
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