HomeMy WebLinkAbout026-1306-00-025
`VIsconsin SOIL EVALUATION REPORT #1524
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.
Please print all information. 25
Revie By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner REvG~vE~ roperty Location
. Lot W1 , SE1/4, S18, T30N, R18W
Sienna Corporation t
Pro Owners Mailing Address
PeKY of # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 P 2 6 2006 25 The Glens Of Willow River
City State p Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road
Minneapolis MN 5435~T• CROIX COUNTY 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 (step trenches) high trench 94.50', low trench 93.59. cl . 7
F1-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 98.10 ft. Depth to limiting factor 102+ 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 10yr3/3 none grsl 2fsbk mfr as 2vf .6 1.0
2 10-22 10yr5/6 none grs Osg ml gw 1vf .7 1.6
3 22-39 10yr5/4 none grlos Osg ml as .7 1.6
4 39-102 10yr6/4 none s Osg ml .7 1.6
i
y3.Z ? Z.
Boring # Boring
Z Pit Ground surface elev. 94.70 ft. Depth to limiting factor 115+ 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 0-11 10yr3/2 none sl 2fsbk/impl mfr as 2f .6 1.0
2 11-26 10yr4/4 none scl 3msbk mfr gw ivf .4 .6
3 26-33 10yr4/4 none sl 2msbk mfr gs 1vf .6 1.0
4 33-62 10yr5/6 none grCos Osg ml Cs .7 1.6
5 62-115 10yr6/4 none s Osg ml .7 1.6
C) 7 /I
b
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 1 0 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/20/2006 715-247-2941
SBD-6330 (R.07/00)
Property Owner Sienna Corporation Parcel ID # 25 Page 2 of 3
3 Boring Depth to limiting factor
P8 Ground surface elev. 95.25 ft. 112+ 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 0-10 10yr3/3 none grsl 2fft mfr as 2vF .6 1.0
2 10-17 7.5yr4/4 none scl 2fsbk mfr gw ivf .4 .6
3 17-25 7.5yr4/6 none grs 2msbk mvfr 9w lvf .7 1.6
4 25-39 10yr5/4 none grCOS Osg Ml Cs .7 1.6
5 39-112 10yr5/6 none grs Osg ml .7 1.6
1
. to 1 ~0~
❑ Boring # Boring
p8 Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
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/ft'
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 (807/00) Schmitt SoN Testing, W.
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
1595 72nd St. City, State, Zip: Minneapolis, MN 55435
New Richmond, W1. 54017
Glens of Willow River
Phone: 715-247-2941 Subd.Name: The
Signature: Lot No.: 2J
Date:/ ~C1 ice( Legal Description: X1/4 SE1/4 S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe /
L~ Alternate Bench Mark El. e Top of axwe'e i°%°~ <N~✓ CoXwe_ x)
Slope= Contour Line El. 11V.4 Contour Line Length 1W
Scale 1" = 40'
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This Soil and Site Evaluation was completed to fulfi requirement. It mayor may not be in a location stable for you use.
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