HomeMy WebLinkAbout026-1306-00-038 (2)
lVisconsin SOIL EVALUATION REPORT "N #1513
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Schmitt Soil Testing, Inc.
Division of Safety and Buildings
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.
R By 38 Dat
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Rev*
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Property Owner RECEIVED P perty Location Sienna Corporation G .Lot SW /4, SE/11/4, S78, T30N, R18W
Property Owner's Mailing Address L # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 S E P 2 6 2006 38 The Glens Of Willow River
City State Zip Code Phone Number City ❑ Village ❑ Town Nearest Road
Minneapolis MN 5t35 ST. 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. Possible system elevation for Area 1 is
94.0'.
F 1-1 Boring # ❑ Boring
® Pit Ground surface elev. 98.99 ft. Depth to limiting factor 115+ 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 2f .6 1.0
2 10-20 10yr4/3 none sl 2msbk mfr 9W 2vf .6 1.0
3 20-26 10yr4/4 none scl 2msbk mfr gw 1Vf .4 .6
4 26-441 10yr4/6 none sl 2msbk mfr Cs 1vf .6 1.0
5 41-60 10yr5/4 none grcos Osg ml as .7 1.6
6 60-115 10yr6/4 none r s Osg ml .7 1.6
a Boring # ❑ Borings
❑ Pit Ground surface elev. 99.19 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 TIM
1 0-13 10yr3/2 none A 2fsbk mfr as 2f .6 .8
2 13-26 10yr4/3 none sd 3msbk mfr gw 2vf .5 .6
3 26-35 10yr4/4 none sl 2msbk mfr gw 1Vf .6 1.0
4 35-49 10yr5/6 none sl 2msbk mfr Cs .6 1.0
5 49-64 7.5yr5/6 none s Osg ml gs .7 1.6
6 64-115 10yr6/4 none / s Osg ml .7 1.6
R'
" 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: /f CST Number
Thomas J. Schmitt IZ-1! /V- 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/19/2006 715-247-2941
SBD-8330 (R.07/00)
Property Owner Sienna Corporation Parcel ID # 38 Page 2 of 3
Boring # Boring
® Pit Ground surface elev. 99.29 ft. Depth to limiting factor 115+ 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#7 *Eff#2
1 0-13 10yr3/2 none sil 2fsbk mfr as 2f .6 .8
2 13-24 10yr4/4 none sid 2msbk mfr gw lvf .4 .6
3 24-39 10yr4/6 none sl 2msbk mvfr cs 1vf .6 1.0
4 39-46 10yr5/6 none grcos Osg ml Cs .7 1.6
5 46-115 10yr6/4 none s Osg ml .7 1.6
❑ Boring # F1 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#t *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/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 Sol Testing, Inc.
Page J of 3
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, W1. 54017
Phone: 715-247-2941 6 y Subd.Name: They Glens of Willow River
Sign ature:"r~~ Lot No.: _
Date: _ ; Legal Description: ~ 1/4 SEl/4 S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
Bench Mark El. 100.00' Top of 2" pvc pipe
~ Alternate Benc Mark El. ~V-,2Q' Top of
Slope= O..t Contour Line El. /yip Contour Line Length
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.