HomeMy WebLinkAbout026-1306-00-001 (2)
`VIsconsin SOIL EVALUATION REP T #1486 i
in accordance with Comm 85, Wis. Adm de Page 1 of 3
Department of Commerce
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 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.
Please print Revie By Date
Personal information you provide may be u for sekrpi t*Y s. 15.04 (1) (m)). d-L I
~d d
Property Owner P perty Location
Sienna Corporation S E P 2 6 2006 G . Lot NE1/4, SE1/4, S18, T30N, R18W
Property Owner's Mailing Address Lo # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 ST. CROIX COUNTY 1 The Glens Of Willow River
City State Zip ode Ph City Village ❑ Town Nearest Road
Minneapolis MN 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 95.2'.
F-11 Boring # ❑ Boring
® Pit Ground surface elev. 99.17 ft. Depth to limiting factor 115+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/02
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EM
1 0-9 10yr3/2 none I 2fsbk/lmpl mfr as 1m,2f .6 .8
2 9-24 10yr4/4 none scl 3msbk mfr Cs lvf .4 .6
3 24-45 10yr5/6 none grs Osg ml Cs .7 1.6
4 45-115 10yr5/4 none Cos Osg ml .7 1.6
11
yD, Lrl
a Boring # ❑ Boring
❑ Pit Ground surface elev. 99.35 ft. Depth to limiting factor 113+ 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 0-11 10yr3/2 none Sil 2fsbk mfr as 1m,2f .6 .8
2 11-20 10yr4/4 none sl 2msbk mfr Cs 1vf .6 1.0
3 20-38 10yr4/6 none grCos Osg ml gs .7 1.6
38-113 10yr
4 5/6 none Cos 0s9 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 <_30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt °7••~~ 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/15/2006 715-247-2941
SBD-8330 (8.07/00)
i
Property Owner Sienna Corporation Parcel ID # 1 page 2 of 3
Fil A Boring # ❑ Boring
Pit Ground surface elev. 98.22 ft. Depth to limiting factor 117+ 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. *Efi#1 -Eff#2
1 0-9 10yr3/2 none sil 2msbk mfr as 2f .6 .8
2 9-20 10yr4/4 none sid 2msbk mfr Cs 1vf .4 .6
3 20-26 10yr4/6 none gris icsbk mvfr Cs ivf .7 1.6
4 26-42 10yr5/4 none grcos Osg Ml Cs .7 1.6
I
5 42-88 10yr5/6 none Cos Osg ml as .7 1.6
6 88-117 10yr6/4 none s Osg ml .7 1.6
96 `2 >k
F-1 El Boring # Boring
Pit Ground surface elev. R. 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 *Eff42
F-1 El 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 = 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 (8.07/00) Schmitt sod Testft, Inc.
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: Lot No.:
~
Date: Legal Description: 1/4 SE1/4 S18 T3 ON R18W
Backhoe pit Township, County: Richmond, St. Croix
Bench Mark El. 100.00' Top of /"S'fr/ A-Y' c`AM94-
~
Q Alternate Bench Mark El. 101- elJ Top of I~VC 11011-166
Slope= 296 Contour Line El. Contour Line Length /Y//
Scale 1" = 40' 3/6)
r,J
hp"
5
1371
2 I f3 ~
aV
7q
7.
This Soil and Si a Evaluation w p eted to fulfill a zoning requirement. It may or may not be in a location suitable for you use.