HomeMy WebLinkAbout026-1306-00-002 (2)
``4sconsin SOIL EVALUATION REPO,-" #1487
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 not less than 8% x 11 inches in size. Plan must County
P paper 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. 62261 t9j~ 06-617
Please print all information. Rev' Date
Personal information you provide may be used for .04 (1) (m)). 16
Property Owner rope Location
Sienna Corporation Govt. t NE1/4, E1/4, S18, T30N, R18W
Property Owner's Mailing Address S E P 2 6 2 Q Q Lot # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 2 The Glens Of Willow River
City State Zip COIL lftnelMlfCt0W6UN Y ❑ fty ❑ Village Z Town Nearest Road
Minneapolis MN 554311 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 94.70'.
F 1-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 98.29 ft. Depth to limiting factor 135+ 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 0-9 10yr3/2 none sil 2fsbk mfr gw 2f .6 .8
2 9-33 10yr3/1 none sil 2fsbk mfr gw ivf .6 .8
3 33-40 10yr4/4 none sil 2msbk mfr gw .6 .8
4 40-61 10yr4/6 none sil 2msbk mfi a .6 .8
5 61-79 10yr5/4 none grcos Osg ml a .7 1.6
6 79-135 10yr5/6 none s Osg ml .7 1.6
F2 ] b
Boring # Boring
❑ Pit Ground surface elev. 98.88 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 0-12 10yr3/2 none sil 2fsbk mfr a 2vf .6 .8
2 12-29 10yr4/4 none Sid 2msbk mfr gw 1vf .4 .6
3 29-36 10yr4/4 none sl 2msbk mfr a 1vf .6 1.0
4 36-115 10yr5/6 none s Osg ml .7 1.6
~ n
-V J-1 I
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <_30 mg/L and TSS s30 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 9/15/2006 715-247-2941
SBV-8330 (R.07/00)
J
Property Owner Sienna Corporation Parcel ID # 2 Page 2 of 3
I
Boring # ❑ Boring
❑ Pit Ground surface elev. 99.40 ft. Depth to limiting factor 117+ 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 2f,1vf .6 .8
2 11-26 10yr4/4 none sicl 2msbk mfr a 1Vf .4 .6
3 26-35 10yr5/4 none grcos Osg ml as 1Vf .7 1.6
4 35-51 10Yr5/6 none 9rcos OS9 ml as .7 1.6
5 51-117 10yr6/4 none s Osg ml .7 1.6
Boring # Boring
Fil N Pit Ground surface elev. 99.38 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 0-13 10yr3/2 none sil 2fsbk mfr as 2f,1vf .6 .8
2 13-23 10yr4/4 none sicl 2msbk mfr Cs 1Vf .4 .6
3 23-33 10yr4/6 none sl 2msbk mfr a 1Vf .6 1.0
4 33-45 10yr5/6 none s Osg ml as .7 1.6
5 45-115 10yr6/4 none cos Osg ml .7 1.6
5(0.lb~~ °f Z. 1 ~0
❑ 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. *Ef1#1 *Eff#2
i
' 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 (807/00) Sahmtt Sad TeWM Irx.
Page 2 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, WI. 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
Signature: Lot No.:
Date: Legal Description: NE 1/4 SE1/4 S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
Bench Mark El. 100.00' Top of 2" pvc pipe _
Alternate Bench M-rk El. C3 Top of / See l
Slope= ~ ~2p Contour Line El. IV,* Contour Line Length IVIA
~lQr,~ t ~~o~aor~y L.;Y~ 1 ~
Scale 1" = 40'
1 ~s(
t
L(q
y
33
Nd~Pk S7~
l> / G'a-r+ /tee u 5~ i tom,
tj4L.-O Aleems' A, Ae `M~' J (p
This oil and Site Evaluation was completed to Mfill a zoning requirement. It mayor may not be in a location suitable for you user