HomeMy WebLinkAbout026-1306-00-018 (2)
NAhwonsin SOIL EVALUATION REPORT #1480
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 arrow, and location and distance to nearest road. Parce D.
18
Please print all information. Re wed Bj/ Date NPersonal information you provide may be u s. 15.04 (1) (m)). /D ~D
Property Owner Pr rty Location
Sienna Corporation Go . Lot NW /4, SE1/4, S18, T30N, R18W
Property Owner's Mailing Address Lot' Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 clni V g The Glens Of Willow River
City State Zip ode ne Number City ❑ Village M Town Nearest Road
Minneapolis MN 554 - 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 95.50'. -
F 1-1 Z Boring # ❑ Boring
Pit Ground surface elev. 99.12 ft. Depth to limiting factor 105+ 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 10yr3/1 none sil 2fsbk mfr as 2m,ivf .6 .8
2 10-15 10yr4/4 none sil 2fsbk mfr gw 1vf .6 .8
3 15-25 10yr4/6 none Sid 3msbk mfr Cs lvf .4 .6
4 25-39 10yr5/4 none Cos Osg ml Cs .7 1.6
5 39-66 10yr6/4 none s Osg ml Cs .7 1.6
6 66-105 10yr5/6 none grs Osg ml .7 1.6
Y71f
Boring # ❑ Boring
X Pit Ground surface elev. 99.24 ft. Depth to limiting factor 104+ 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 0-14 10yr3/1 none A 2fsbk mfr as 1m,1f .6 .8
2 14-26 10yr4/3 none sicl 3msbk mfr gw 1vf .4 .6
3 26-33 10yr4/4 none sl 2msbk mfr Cs 1vf .6 1.0
4 33-81 10yr6/4 none s Osg ml Cs .7 1.6
5 81-104 10yr5/6 none grs Osg ml - .7 1.6
Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS s30 mg/L and TSS S_30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt J-,Z_ 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/13/2006 715-247-2941
SBD-8330 (R.07/00)
Property Owner Sienna Corporation Parcel ID # 18 Page 2 of 3
3 ] Boring # D Boring
Pit Ground surface elev. 99.22 ft. Depth to limiting factor 106+ in. Soil Application Rate
F
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 0-9 10yr3/1 none I 2fsbk mfr as 2m,ivf .6 .8
I
2 9-14 10yr4/3 none sil 2fsbk mfr gw ivf .6 .8
3 14-21 10yr4/4 none sicl 3msbk mfr gw ivf .4 .6
4 21-29 10yr4/6 none sl 2msbk mfr Cs .6 1.0
5 29-84 10yr5/6 none s Osg ml as .7 1.6
6 84-92 10yr5/4 none grcos Osg ml as .7 1.6
7 92-106 10yr6/4 none s Osg ml .7 1.6
Boring # Boring q6 .5 N ~1)
F-1 [I 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
❑ Boring # E] Boring
El 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
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) Sdwnitt Sol TCsing Inc.
Page -2 of 3
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address: 611019
1595 72nd St. City, State, Zip: 11441)-1r7 e- cLpc 1;,7 /V s-y/S'
New Richmond, Wl. 54017
Phone: 715-247-2941 / - Subd.Name: The Glens of Willow River
Signature: Lot NO.:
Date: 9 0 6 Legal Description: A/4)1/4 SE 1 /4 S18 T30N R18 W
® Backhoe pit Township, County: Richmond, St. Croix
® Bench Mark El. 100.00' Top of 2" pvc pipe
A Alternate Bench Mark El. /coo • -2 e-Top of 2 /'vc
Slope= Q 9- Contour Line El. /,V d Contour Line Length
7 a~
Scale 1" = 40' , N
a
RIVA
a~
~4 ►S
~5-9 q
This Soil and Site Evaluation was completed to fulfill zoning requirement. It mayor may not be in a location suitable for you use.