HomeMy WebLinkAbout026-1306-00-011 (2)
r
lVsconsin SOIL EVALUATION REPOR~` #1484
DepaMent of Commerce in accordance with Comm 85, Wis. Adm. Cod 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.
1
Please print all i nnaWE C E' V E D Revie Date
Personal information you provide may be used for sei dary purposes (Privacy Law, s. 15. (1) (m)). (In
Property Owner S F P 2 6 201 rope Location f
Sienna Corporation gLot~vt. Lo N 114, 1/4, S18, T30N, R18W
Property Owner's Mailing Address ST. CROIX COU TY # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 11 The Glens Of Willow River
City State Zip Cod ❑ Village ❑ Town Nearest Road
Minneapolis MN 55435 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 95.10'.
F-11 Boring # ❑ Boring
® Pit Ground surface elev. 99.10 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 0-9 10yr3/1 none sil 2fsbk mfr as 2m,if .6 .8
2 9-21 10yr4/6 none sid 2fsbk mfr gw if .4 .6
3 21-27 10yr4/4 none sd 2msbk mfr cs 1vf .4 .6
4 27-60 10yr5/4 none grCos Osg ml Cs .7 1.6
5 60-115 10yr5/6 none s Osg ml .7 1.6
Boring # ❑ Boring
® Pit Ground surface elev. 99.62 ft. Depth to limiting factor 120+ 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 im,2f .6 .8
2 10-14 10yr4/3 none sid 3msbk mfr 9w 2vf .4 .6
3 14-24 10yr3/4 none sd 3msbk mfr Cs ivf .4 .6
4 24-65 10yr5/4 none grcos Osg ml as .7 1.6
5 65-120 10yr5/6 none grCOS Osg ml - .7 1.6
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt w~.•-. o 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/14/2006 715-247-2941
SOD-8330 (R07100)
Property Owner Sienna Corporation Parcel ID # 11 Page 2 of 3
1 3 1 Boring # ❑ Boring
~J ❑ pit Ground surface elev. 99.30 ft. Depth to limiting factor 118+ 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. *Ef#1 *Eff#2
1 0-10 10yr3/1 none sil 2fsbk mfr as 2vf .6 .8
2 10-20 10yr4/4 none sid 2msbk mfr gw ivf .4 .6
3 20-26 10yr4/6 none sl 2msbk mfr cs ivf .6 1.0
4 26-38 10yr5/4 none grCOS Osg ml cs .7 1.6
5 38-118 10yr5/6 none grs Osg ml .7 1.6
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. 98.63 ft. Depth to limiting factor 105+ 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 10yr3/1 none sil impl mvfr as 1m,1f A .6
2 10-18 10yr4/6 none sid 2msbk mfr gw 1Vf .4 .6
3 18-23 10yr4/4 none scl 2msbk mfr cs iVf .4 .6
4 23-69 10yr5/4 none grcos Osg ml as 1Vf .7 1.6
5 69-105 10yr5/6 none s Osg ml - .7 1.6
El Boring
Burin #
❑ g pft 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 = BOD> 30 < 220 m /L and > < <
_ g TSS 30 _150 m /L Effluent #2 - - BODs 30 m /L and TSS < 30 m /
s g - 9 _ 9L
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 (Pm/00) SchiNtt Sal TeOV, Inc.
Page 2 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: 0'6 Legal Description: IV4j 1/4 SE 1/4 S18 T3 ON R1 8W
® Backhoe pit Township, County: Richmond, St. Croix
- Bench Mark El. 100.00' Top of 2" pvc pipe
A Alternate Bench Mark El. P,, t/7 / Top of / S f;)e
Slope= Contour Line El. Al~# Contour Line Length
Scale 1 " = 40'
k`
Ld
_ S
YS ~f3
/v\
G.7r
r3 ~
~r
This Soil and Site Evaluation was completed t l a zoning re4q,irement. It may or may not be in a location suitable for you use.