HomeMy WebLinkAbout026-1306-00-026 (2)
#1525
NVIsconsin SOIL EVALUATION REPORT
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.
Please print all information. Rev' By Date
Personal information you provide may be used for YQiaw, s. 5.04 (1) (m)).
Property Owner Prope Location
Sienna Corporation Govt. t SW1/ SE1/4, S18, T30N, R18W
Property Owners Mailing Address Lot # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 y 26 The Glens Of Willow River
City State Zip Cod P n mbar E 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 Qpd/sgft rating. Possible system elevation for Area
1 is (step trenches) high trench 91.80', low trench 90.80'. AC, ~ 87, 0 9 ' S ~
a Boring # ❑ Boring
❑ Pit Ground surface elev. 96.27 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 *042
1 0-10 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0
2 10-25 7.5yr4/6 none sid 2fsbk mfr gw 1vf .4 .6
3 25-30 10yr4/4 none sil 2msbk mfr gw 1vf .6 .8
4 30-40 10yr4/6 none grsl 2msbk mvfr cs .6 1.0
5 40-115 10yr6/4 none grs Osg ml .7 1.6
i
a Boring # ❑ Boring
❑ Pit Ground surface elev. 95.87 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 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0
2 9-17 10yr4/4 none sd 3msbk mfr gw ivf .4 .6
3 17-24 10yr4/6 none sl 2msbk mvfr Cs ivf .6 1.0
4 24-115 10yr5/6 none grs Osg ml .7 1.6
.r
41.
* 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: CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 9/20/2006 715-247-2941
SBD-8330 (R.07/00)
Property Owner Sienna Corporation Parcel ID # 26 Page 2 of 3
3]Boring # F] Boring
Pit Ground surface elev. 92.09 ft. Depth to limiting factor 112+ in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eft#1 *Eff#2
1 0-10 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0
2 10-34 10yr4/4 none scl 2fsbk mfr Cw 1Vf .4 .6
3 34-49 7.5yr5/6 none grcos Osg Ml Cs .7 1.6
4 49-112 10yr5/6 none cos Osg ml .7 1.6
1
❑ Boring # El 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/fts
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *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/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 c 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) Schmitt 508 T~~ Inc_
1
Page j 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, Wl. 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
Signature,- ~ e Lot No.:
Date: F_/ .20 i 06 Legal Description: 541114 SETA S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
Bench Mark El. 100.00' Top of 2" pvc pipe
~i Alternate Bench Mark El. ,62. 3s' Top of / "S/- / l e/v,c")
Slope= Contour Line El. //,O Contour Line Length
Scale 1 40'
X3=2?
4
1
I ~ \
AQeA%
z
6 \
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.