HomeMy WebLinkAbout026-1306-00-053 (2)
sconsin SOIL EVALUATION REPORT Pep 1 0#13
Department of Commerce in accordance with Comm 85, Wis. Adm. Code
Division of Safety and Buildings cchmitt 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 D.
53
Please print all information. Rev' By Date
Personal information you provide may be used for seconds Law, s. 15.04 (1) (m)). ~a ~Z A
Property Owner Kt:U E: IV L- L-f Property Location
Sienna Corporation Govt. Lot NE S 1/4, S18, T30N, R18W
Property Owner's Mailing Address S E P 2 6 Z006 Lot # Block # Subd. N me or CSM#
4940 Viking Drive Suite 608 53 The Glens Of Willow River
City Stat Zip RC~►pft L tTftber ❑ City ❑ Village M Town Nearest Road
Minneapolis M 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 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 89.5'. -
F1-1 Boring # ❑ Boring
® Pit Ground surface elev. 98.42 ft. Depth to limiting factor 120+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 •Eff#2
1 0-16 10yr3/3 none sl 2fsbk mfr Cs iVf .6 1.0
2 16-27 10yr4/3 none sl imsbk mfr gw 1vf .4 .7
3 27-37 10yr4/4 none sd 2msbk mfr Cs .4 .6
4 37-48 7.5yr4/6 none gris lksbk mfr Cs .7 1.6
5 48-61 10yr5/6 none vfsl lmsbk mfi as .2 .6
6 61-120 10yr5/4 none grs Osg ml .7 1.6
21 Boring # Boring
® Pit Ground surface elev. 98.42 ft. Depth to limiting factor 131+ 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 •Eff#2
1 0-9 10yr3/4 none sl 2fsbk mfr Cs ivf .6 1.0
2 9-26 10yr3/3 none sl ifsbk mfr gw 1vf .4 .7
3 26-41 10yr5/3 none sl imsbk mfr gw .4 .7
4 41-64 10yr5/6 none sl imsbk mfi Cs .4 .7
5 64-78 10yr5/6 none sl 2msbk mfr Cs .6 1.0
6 78-131 10yr5/4 none grcos Osg ml .7 1.6
" 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 9/21/2006 715-247-2941
SBD-8330 (It09/00)
PropertrOwner Sienna Corporation Parcel ID # 53 Page 2 of 3
F3 ] Boring # ❑ Boring
® pit Ground surface elev. 94.0 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 0-13 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0
2 13-19 10yr4/3 none sl 2msbk mfr cs lvf .6 1.0
3 19-52 7.5yr5/4 none vgris Osg MI Cs lvf .7 1.6
4 52-68 10yr6/4 none grCOS Osg ml as .7 1.6
5 68-110 10yr6/4 none s Osg ml .7 1.6
Fil M Boring # F-I Boring
Pit Ground surface elev. 93.47 ft. Depth to limiting factor 110+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •12111#1 *Eff#2
1 0-8 10yr3/3 none sl 2fsbk mfr as lvf .6 1.0
2 8-15 1Oyr4/3 none sl 2msbk mfr gw 2m,2vf .6 1.0
3 15-24 10yr4/6 none gds lcsbk mfr Cs lvf .7 1.6
4 24-55 10yr5/6 none grcos Osg MI Cs .7 1.6
5 55-83 10yr5/6 none grs Osg MI Cs .7 1.6
6 83-110 10yr6/4 none s Osg ml - .7 1.6
Fs-]Boring # Boring
Depth to limiting factor
92.87 ft.
110+ in.
® pit Ground surface elev. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fts
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 -Eff#2
1 0-11 10yr3/1 none sl 2fsbk mfr as ivf .6 1.0
2 11-19 10yr4/3 none sl 2fsbk mfr Cs lvf .6 1.0
3 19-35 10yr4/6 none gris lcsbk mvfr gs .7 1.6
4 35-44 7.5yr5/6 none s Osg MI Cs .7 1.6
5 44-69 10yr3/4 none grcos Osg ml as .7 1.6
6 69-110 10yr6/4 none s Osg ml .7 1.6
~1,5i d
~p,Wl 7iv,4
I
Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 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 (809/00) sdoye sop Tag im.
Page -7 of -3
Conducted by: Conducted For:
Sk,hmitt 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: 715-247-2941 Subd.Name: The Glens of Willow River
Signature: Lot No.: 5-.3
Date: al i Legal Description: N~ 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
Q Alternate Bench Mark El. 9 9 6 2' Top of cse Z. Slope= /0%, Conto r Line El. /t/!¢ Contour Lme 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.