HomeMy WebLinkAbout026-1306-00-065
REPORT #1505
SOIL EVALUATION
~ 141sconsin
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Department of Commerce in accordance with Comm 85, W~. Adm. Code Page 1 of 3
Division of Safety and Buildings Soil Testing, Inc.
County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must 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.
65
Please print all information. Rev' By Date
Personal information you provide may be u s. 15.04 (1) (m)). ;0/"
L D
Property Owner roperty Location
Sienna Corporation ovt. Lot NE1/ , SE/1/4, S18, T30N, R18W
Property Owner's Mailing Address SE P of # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 65 The Glens Of Willow River
City State ip CoW. CRfi1b (001ftbY ❑ City ❑ Village ❑ Town Nearest Road
Minneapolis MN 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 fl.
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 high trench 96.4', low trench 95.2'. S ".5 MIA- d b GO ns¢CJ-~-~ ~o n
F-1 I ❑ Boring e°ArSt. 1,oGC•~cn ,K~ F m. ~~p~
Boring #
® Pit Ground surface elev. 99.41 ft. Depth to limiting factor 98+ in. Soil Application Rate ~4((~
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 •Efr#2
1 0-13 10yr3/3 none sil 2fsbk mfr as 1m,1f .6 .8
2 13-21 10yr4/6 none sil 2msbk mfr CW 2vf .6 .8
3 21-98 10yr6/4 none s Osg ml .7 1.6
of /
71p. I
111 1-7
Boring # ❑ Boring
❑ Pft Ground surface elev. 99.41 ft. Depth to limiting factor 100+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •EM2
1 0-8 10yr3/2 none sil 2mgr mfr as 2m,2f .6 .8
2 8-15 10yr4/4 none sil 2msbk mfr gw 1vf .6 .8
3 15-24 1 r5 4 none rCos ml Cs .7 1.
Oy / g Osg 6
4 24-72 10yr5/6 none Cos Osg ml Cs .7 1.6
5 72-100 10yr6/4 none s Osg ml .7 1.6
'A
Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS s30 mg/L and TSS s.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 9/16/2006 715-247-2941
SBD-8330 (8.07/00)
Property Owner Sienna Corporation Parcel ID # 65 Page 2 of 3
Boring # E] Boring
Z Pit Ground surface elev. 94.66 ft. Depth to limiting factor 100+ 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 0-7 10yr3/3 none grsl 2mgr mfr as 2vf .6 1.0
2 7-36 10yr5/4 none grcos Osg ml as lvf .7 1.6
3 36-66 10yr6/4 none s Osg MI Cs .7 1.6
4 66-100 10yr5/6 none grCos Osg ml .7 1.6
❑ 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
F-I El 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.
SBD-6330 (A.07/00) Schnfa Sol T
estlrg, Inc.
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, W1. 54017
Phone: 715-247-2941 Subd.Name: The Glens of Willow River
Signature: Lot No.:
Date. -4 ~C Legal Description: /!/t 1/4 SE1/4 S18 T30N R1 8W
T
Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
Q Alternate Bench Mark El. s-&-'71 Top of
Slope= /I% Contour Line El. /Y13 Contour Line Length IV#
Scale 1 - 40
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Rq trhis So' nd Site Evaluation was completed to fulfill a zoning requirement. It mayor may not be in a location suitable for you use.
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