HomeMy WebLinkAbout026-1306-00-024 (2)
lVisconsin SOIL EVALUATION REPORT r~ #1474
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings mitt 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. 24
Rev' By Da
Personal information you provide may be used for secondary purposes (Privy s. 15.04 (1) (m)).
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Property Owner Rc CEt Pr erty Location
Sienna Corporation G Go A. Lot SW174, SE1/4, S18, T30N, R18W
Property Owner's Mailing Address 6 2006 Lot Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 Ep 2 The Glens Of Willow River
City State Zip Ckde Ph CRO1X G City ] village 7] Town Nearest Road
Minneapolis MN 554 ST Richmond 95Th St.
❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 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. Install system 55 below grade.
a Boring # El Boring
❑ Pit Ground surface elev. 98.30 ft. Depth to limiting factor 110+ in. Soil Application Rate
Dominant Color Redox Description Horizon Depth 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 I impl mvfr as 2vf .4 .6
2 10-24 10yr4/4 none sil 2msbk mfr gw 1vf .6 .8
3 24-38 10yr4/6 none sl 2msbk mfr am 1vf .6 1.0
4 38-64 10yr6/4 none grs Osg ml as .7 1.6
5 64110 10yr5/6 none cbs Osg ml .7 1.6
F Boring # Boring
❑ Pit Ground surface elev. 98.49 ft. Depth to limiting factor 110+ 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 I lmpl mfr as 2m,2f .4 .6
2 11-29 10yr4/4 none sil 3msbk mfr gw 1vf .6 .8
3 29-43 10yr5/6 none sl 2msbk mfr gw lvf .6 1.0
4 43-52 10yr6/6 none sl lmsbk mfr cs 1vf .4 .7
5 52-90 10yr5/4 none cbs Osg ml as .7 1.6
6 90-110 10yr6/4 none / s Osg ml .7 1.6
r
N to
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 50 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS S30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt i~;. 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/13/2006 715-247-2941
SBD-8330 (X07/00)
Propeity Owner Sienna Corporation Parcel ID # 24 Page 2 of 3
3 ] Boring # ❑ Boring
Z Pit Ground surface elev. 96.87 ft. Depth to limiting factor 108+ 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 0-10 10yr3/2 none I 2fsbk mfr as 2m,2f .6 .8
2 10-24 10yr4/4 none sil 2msbk mfr gw lvf .6 .8
3 24-32 10yr4/6 none sl 2msbk mfr gw ivf .6 1.0
4 32-48 10yr5/3 m2d 10yr6/6 sil 2msbk mfr cs lvf .6 .8
10vr6/2
5 48-74 10yr5/4 none grcos Osg ml as .7 1.6
6 74-108 10yr6/4 none s Osg ml .7 1.6
102
/Yt e ~ ~ S=3 o a ~ ~'1 c.a/Gr ~Jc~ r'xeti.P
❑ Boring # D 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
❑ Boring # Boring
E] 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 = BOD5> 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.
S1304330 (8.07/00) Schmitt Soft Testing, Inc.
Page 3 of 3
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Sienna Corporation
Thomas J. Schmitt, CST 227429 Address: f-k 4,-,W Ste,',' ,
1595 72nd St. City, State, Zip: n ciis X7/'1/ 5-yY.3S-
New Richmond, Wl. 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
Signature:. K. ' Lot No.:
Date: 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
Q Alternate Bench Mark El. 311 Top of a 19"rc
Slope= Contour Line El. /10 Contour Line Length 1414
Scale 1" = 40' ~ ,93
dm a7.?
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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 u