HomeMy WebLinkAbout026-1306-00-005 (2)
`VIsconsin SOIL EVALUATION REPO #1490
- Page 1 of 3
in accordance with Comm 85, Wis. Adm.
Department of Commerce r"1p 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, and location and distance to nearest road. Parcel I. .
5
Please print al ' formation. Rev' By Date
se.aji,et '.9 Personal information you provide maybe used r 15.04 (1) (m)).
Property Owner P n*" Location Jo
Sienna Corporation - Go k. Lot NE11, SE1/4, S18, T39N, R18W
Property Owners Mailing Address L # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 5 The Glens Of Willow River
City State Zi Code Phone iY City ] Village M Town Nearest Road
Minneapolis MN 55435 Richmond 100Th St.
I
❑ 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 95.20'.
F-11 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 10yr3/2 none I 2fsbk mfr as lvf .6 .8
2 11-21 10yr4/4 none sicl 2fsbk mfr gw ivf .4 .6
3 21-26 10yr4/6 none grsl 2msbk mfr cis 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
L4
46
2] 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/ft2
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 sid 3msbk mfr gw 1vf .4 .6
3 18-25 10yr4/6 none scl 2msbk mfr cis 1vf .4 .6
4 25-36 7.5yr4/6 none grcos Osg ml as lvf .7 1.6
5 36-120 10yr5/6 none s Osg ml - .7 1.6
5.2•°
' Effluent #1 = BODS> 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 y -227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/14/20W 715-247-2941
SBD-8330 (R.07100)
Property Owner Sienna Corporation Parcel ID # 5 Page 2 of 3
3]Boring # ❑ Boring
® p8 Ground surface elev. 98.71 ft. Depth to limiting factor 120+ 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 0-11 10yr3/2 none A 2fsbk mfr as 2f lvf .6 .8
2 11-19 10yr4/3 none sid 3fsbk mfr gw 1vf .4 .6
3 19-26 10yr4/4 none sd 2msbk mfr Cs 1vf .4 .6
4 26-32 7.5yr4/6 none grCos Osg ml Cs .7 1.6
5 32-52 10yr5/4 none grCos Osg MI Cs .7 1.6
6 52-120 10yr5/6 none s Osg ml .7 1.6
4.~
❑ Boring A2.1
❑ 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
❑ 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
Effluent #1 = BOD? 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 (807/00) sd SON To" 1M.
Page .3 of .3
Conducted 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, Wl. 54017
Phone: 715-247-2941 / Subd.Name: The Glens of Willow River
Signature: -~~Lt//-a <7 Lot No.: - J
Date: r a6 Legal Description: /1,E1/4 SE1/4 S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
Alternate Benc M k El. ,54.?3 Top of I4ilP9- C/Y~ Co~ev~r~)
Slope= ,9 Contour Line El. Aw Contour Line Length
Scale I" = 40'
Lj
s
ate, a y;
This Soil and Site Ev was completed to fulfill a zoning requirement. It may or may not be in a location suitable for you use.