HomeMy WebLinkAbout026-1306-00-023 (2)
Wisconsin #1475
SOIL EVALUATION REPORT
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings mrtt 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.
23
Please print all information. Re y Date
Personal information you provide may be used uMoses Pri vacy Law, s. 15.04 (1) (m)). 11
Property Owner RECEIVIt: L) P rty Location
Sienna Corporation Go It. Lot S4114, SE1/4, S18, T30N, R18W
Property Owner's Mailing Address S E P 2 6 2006 Lot Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 3 The Glens Of Willow River
City State Ziode STPM"P TY City ❑ Village ❑ Town Nearest Road
Minneapolis MN 513m 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 0.7 gpd/ sgft rating. Possible system elevation for Area
1 is 93.0'. (o
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. 98.72 ft. Depth to limiting factor 110+ 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 0-12 10yr3/1 none I 2mgr mfr as 2m,2f .6 .8
2 12-24 10yr4/4 none sil 3msbk mfr gw 2vf .6 .8
3 24-36 10yr4/6 none sl 2msbk mfr gw 1vf .6 1.0
4 36-48 10yr6/6 none sl 2msbk mfr Cs .6 1.0
5 48-60 10yr5/6 none Is lmsbk mvfr gw .7 1.6
6 60-87 10yr5/4 none cbs Osg ml as .7 1.6
7 87-110 10yr5/6 none s d Osg ml .7 1.6
2 Boring # ❑ Boring V4 ~ 10
❑ Pit Ground surface elev. 98.49 ft. Depth to liming factor 110+ in. Soil Application Rate
❑ •b
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 0-11 10yr3/2 none I lmpl mfr as 2m,2f .4 .6
2 11-29 10yr4/4 none sil 3msbk mfr gw 1vf .6 .8
3 29-43 10yr5/6 none sl 2msbk mfr gw 1vf .6 1.0
4 43-52 10yr6/6 none sl lmsbk mfr cs 1vf .4 .7
5 52-90 10yr5/4 none cbs Osg ml as .7 1.6
6 90-110 10yr6/4 none s Osg ml .7 1.6
b~~r lol~
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS g30 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 9/13/2006 715-247-2941
SBn-8330 (B07/00)
Property Owner Sienna Corporation Parcel ID # 23 Page 2 of 3
,F-3] Boring # Fj Boring
® Pit Ground surface elev. 97.07 ft. Depth to limiting factor 110+ 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 0-12 10yr3/2 none sl 2mgr mvfr as 2vf .6 1.0
2 12-28 10yr4/4 none sd 3msbk mfr gw ivf .4 .6
3 29-44 10yr4/6 none sl 2msbk mfr gw .6 1.0
4 44-76 10yr5/4 none grcos Osg ml as .7 1.6
5 76-110 10yr6/4 none s Osg ml .7 1.6
M
4 .b
❑ 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
❑ Boring # Boring
[l 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 •01#2
i
* 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 altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (1-07/00) Schmitt Soil Testing, Inc.
Page -7 of 3
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address: y%Yc? f~hy Ar"o-e 1c,4 610e
1595 72nd St. City, State, Zip:
%hh tc~ s
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
Signature: -11/ °Lot No.:
Date: 13 Legal Description: X1/4 SE1/4 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. 97 3/1 Top of 7 ~UC %4
Slope= Contour Line El. /V Contour Line Length
Scale 1" = 40'
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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.