HomeMy WebLinkAbout026-1306-00-060 (2)
SOIL EVALUATION REPORT #1499
N.Asconsin 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. Parcel I.D.
6
Please pri aH i f ED Revi By lat
Personal information you provide may be u for secondary purposes (Privacy , s. 15.04 (1) (m)). '0 / b O (p
Property Owner S E p 2 6 2006 ~roperty Location
Sienna Corporation ovt. Lot NE1/4 SE1/4, S18, T30N, R18W
Property Owners Mailing Address ST. CROIX COUNTY of # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 g0 The Glens Of Willow River
City State lp a Phone Number ❑ 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 d/ rating. Possible system elevation for Area
1 is 93.70'.
a Boring # ❑ Boring
❑ Pit Ground surface elev. 98.37 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 0-10 10yr3/2 none sl 2fsbk mfr as 1m,2f .6 1.0
2 10-21 10yr4/4 none sd 2msbk mfr gs ivf .4 .6
3 21-31 10yr4/6 none Is imsbk mvfr Cs 1vf .7 1.6
4 31-41 10yr5/4 none Cos Osg ml gs .7 1.6
5 41-110 10yr6/4 none s Osg ml .7 1.6
tt3,~
-tol
b4
2 ] Boring # ❑ Boring
❑ Pit Ground surface elev. 98.37 ft. Depth to limiting factor 110+ 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 sil 2msbk mfr as im,2vf .6 .8
2 11-18 10yr4/4 none Sid 2msbk mfr Cs 1vf .4 .6
3 18-34 7.5yr5/6 none grlcos Osg ml gw 1vf .7 1.6
4 34110 10yr6/4 none s Osg ml .7 1.6
Effluent #1 = BOD 5> 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 JIALI- 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-5330 (R.07100)
III
Property bwner Sienna Corporation Parcel ID # 60 Page 2 of 3
F3 ] Boring # ❑ Boring
Pit Ground surface elev. 97.22 ft. Depth to limiting factor 110+ 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 A 2fsbk mfr as 2vf .6 .8-
2 10-22 10yr4/4 none scl 2msbk mfr Cs 1vf .4 .6
3 22-30 7.5yr5/4 none Is icsbk mvfr gw 1vf .7 1.6
4 30-48 10yr5/4 none Cos Osg ml as .7 1.6
5 48-110 10yr6/4 none s Osg ml .7 1.6
r 4
y3. 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Boring # ❑ Boring
Ground surface elev. ft. Depth to limiting factor in,
❑ ❑ Pit 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.
OD-8330 (807/00) Schmitt Sofl Testing, Inc.
Page .3 of
Conducted by: Conducted For:
Schmitt 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.: C~
Date: Legal Description: A1,67114 SETA S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
Q Alternate Bench Mark El. P, Zr ' Top of P' 54,-/ Z~-' g4w x P ec" (SE 5~} ee*,Pe)
Slope= 3% Contour Line El. Contour Line Length __A/W
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.