HomeMy WebLinkAbout026-1306-00-013
`VIsconsin SOIL EVALUATION REPORT #1482
Department of Commerce in accordance Co 8 is. . 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. Pla County St. Croix
include, but not limited to: vertical and horizontal reference point ( re +on and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
13
Please print all information. Review# By Date
Personal information you provide may be a rposes (Privacy Law, s. 15.04 (1) (m)). /ZS 9 0
Property Owner Property Location
Sienna Corporation Govt. Lot NW1 , SE1/4, S18, T30N, R18W
Property Owner's Mailing Address -~1 P 2 6 2006 Lot # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 13 The Glens Of Willow River
City Stat Zip %gdFCRC ff"8N ~er City ❑ Village ❑ Town Nearest Road
Minneapolis M 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/sqft rating. Possible system elevation for Area
1 is 93.20'.
a Boring # Boring
❑ Pit Ground surface elev. 99.2 ft. Depth to limiting factor 116+ 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 *Eff#2
1 0-10 10yr3/1 none I 2fsbk mfr as 2m,2f .6 .8
2 10-19 10yr4/4 none sid 2fsbk mfr gw lvf .4 .6
3 19-25 10yr4/4 none grsl 2msbk mfr Cs 2f .6 1.0
4 25-42 10yr5/4 none grcos 059 ml as .7 1.6
5 42-116 10yr6/4 none s Osg ml .7 1.6
!D$
[-2 ] Boring # ❑ Boring
® Pit Ground surface elev. 98.6 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 0-9 10yr3/1 none I 2fsbk mfr as 2m,2f .6 .8
2 9-21 10yr4/3 none sid 2fsbk mfr gw lvf .4 .6
3 21-28 10yr4/4 none sl 2msbk mfr gw lvf .6 1.0
4 28-33 10yr5/4 none grls Osg ml Cs .7 1.6
5 33-51 10yr5/6 none Cos Osg ml as .7 1.6
6 51-115 10yr6/4 none / s I( Osg ml .7 1.6 - 7b 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 i 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9114/2006 715-247-2941
SBD-8330 (807100)
Prop6rty Owner Sienna Corporation Parcel ID # 13 Page 2 of 3
F Z 3]Boring # D Boring
Pit Ground surface elev. 99.3 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 0-8 10yr5/3 none I 2fsbk mfr as 2m,if .6 .8
2 8-16 10yr4/4 none sl 2msbk mfr gw lvf .6 1.0
3 16-38 10yr5/6 none grls icsbk mvfr cs 1vf .7 1.6
4 38-61 7.5yr4/6 none sl imsbk mfr cs ivf .4 .7
5 61-120 10yr6/4 none s OSg ml .7 1.6
n
3.20
3,z /a
❑ 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/ft'
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/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
I
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 (807/00) Schmitt Sol i
esti9, Uit.
Page,? of -7
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address: Sli%l GCe
1595 72nd St. City, State, Zip: pllmne- c%5.. 1071!i S3gTS-
New Richmond, Wl. 54017
Phone: 715-247-2941 / Subd.Name: The Glens of Willow River
Signature: Lot No.:
Date: Legal Description: /V01/4 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. ?8, 3-3 ` Top of / She / /a f ~~~/E/~ P~~~ ~i►/E coftivc=/1)
Slope= Contour Line El. N14 Contour Line Length 411#
j k
Scale 1" = 40'
'o5►
i
OP
Pay
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.
J