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N01sconsin SOIL EVALUATION REPORT #1539
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.
55
Please print aU infoima . Rev' By Date
Personal information you provide may be (Privacy , s. 15.04 (1) (m)).
Property Owner 6 roperty Location
Sienna Corporation ovt. Lot NE 4, SE1/4, S18, T30N, R18W
Property or CSM#
4940 Viikin g DrivAe'Suite Address 608 p1X Go~N L t 55 Block #
~ Subd. The Glens Of Willow River
City State Zi Code Phone ❑ City ❑ village ®Town Nearest Road
Minneapolis MN 5 Richmond 100Th St.
-Nuw
❑ New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Outwash f=lood 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 94.0'.
~a
Boring # ❑ Boring
❑ Pit Ground surface elev. 96.7 ft. Depth to limiting factor 105+ 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 10yr3/1 none I 2fsbk mfr as 2vf .6 .8
2 13-24 10yr3/4 none sl 2msbk mfr gw if .6 1.0
3 24-36 10yr4/4 none sl 2msbk mfr gw if .6 1.0
4 36-45 10yr5/6 none Is lcsbk mvfr Cs .7 1.6
5 45-93 10yr5/6 none grCos Osg ml as .7 1.6
6 93-105 10yr6/4 none s Osg ml .7 1.6
2] Boring # L1 Boring
® Pit Ground surface elev. 96.7 ft. Depth to limiting factor 100+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Efr#1 •Ef#2
1 0-7 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0
2 7-14 10yr4/4 none sl 2msbk mfr Cs if .6 1.0
3 14-34 10yr4/6 none grls lcsbk mvfr Cs .7 1.6
4 34-76 10yr5/6 none vgrs 059 ml as .7 1.6
5 76-100 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 = BOD5 130 mg/L and TSS s.30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt J-167;- 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/2112006 715-247-2941
SBD8330 (R.07/00)
Property Owner Sienna Corporation Parcel ID # 55 Page 2 of 3
F73]Boring # ❑ Boring
® pit Ground surface elev. 98.20 ft. Depth to limiting factor 104+ 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#t -042
1 0-13 10vr3/2 none sl 2fsbk mvfr as 2m,2vf .6 1.0
2 13-26 10yr4/3 none sI 2fsbk mfr gw 1Vf .6 1.0
3 26-34 10yr4/4 none sl 2msbk mvfr 9w .6 1.0
4 34-47 10yr5/6 none Is Osg Ml Cs .7 1.6
5 47-86 10yr5/4 none vgrcos Osg ml as .7 1.6
6 86-104 10yr6/4 none s Osg ml - .7 1.6
y
F-1 El Boring
Boring # 5 0
❑ 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 -Eff42
❑ 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 = 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.
SOD-8330 (R07Po0) SdN IM SON Twung, Dr-
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: _-'~'ZwO Lot No.:
Date: _9 i C?~o Legal Description: WC 114 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. ,5q Top of
Slope= 4/C Contour Line El. N.~ Contour Line Length
gi)~-d
Scale 1 40'
63 ~r^
ICP
~3~9' ~ ail ~i r II
k
~IVX 00 SO
x ~
9V
X ~ X
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. ~60A