HomeMy WebLinkAbout026-1306-00-050 (2)
NNAsconsin SOIL EVALUATION REPORT ! j #1521
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings r.....Schmitt 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.
50
Please print all information. Revie By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). D (p
Property Owner RECEIVED roperty Location
Sienna Corporation ovt. Lot NE1/, SE1/4, S18, T30N, R18W
Property Owner's Mailing Address of # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 SEP 2 6 2006 50 The Glens Of Willow River
City State p Code Phone Number ❑ City E] Village ❑ Town Nearest Road
Minneapolis MN 5435 T. CROIX COUNTY 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 9Pd/ sqft rating. Possible system elevation for Area
1 is (step trenches) high trench 96.0', low trench 94.5'. Quo ~f~, g E(e.s~
F 1-1 Boring # Boring
® Pit Ground surface elev. 99.46 ft. Depth to limiting factor 115+ 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
1 0-7 10yr3/2 none sil 2fsbk mfr as 2vf .6 .8
2 7-17 10yr4/4 none sicl 2fsbk mfr gw 1vf .4 .6
3 17-28 10yr4/6 none sl 2msbk mfr cs .6 1.0
4 28-70 10yr5/6 none cos Osg ml as .7 1.6
5 70-115 10yr6/4 none s Osg ml .7 1.6
IT] F1 Boring # ❑ Boring
Pit Ground surface elev. 99.46 ft. Depth to limiting factor 115+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2
1 0-10 10yr3/2 none sil 2fsbk mfr as 2vf .6 .8
2 10-29 10yr4/4 none sil 2msbk mfr Cs 1vf .6 .8
3 29-34 10yr4/6 none grls icsbk mvfr gw .7 1.6
4 34-115 10yr6/4 none grs Osg ml .7 1.6
r
' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS s.30 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 9/18/2006 715-247-2941
SBD-8330 (8.07/00)
Property Owner Sienna Corporation Parcel ID # 50 Page 2 of 3
a Boring # Boring
Pit Ground surface elev. 96.01 ft. Depth to limiting factor 114+ 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
1 0-7 10yr3/2 none sl 2fsbk mfr as 2vf .6 1.0
2 7-15 10yr3/4 none vgrls icsbk mvfr gw 1vf .7 1.6
3 15-27 10yr4/6 none vgrCos Osg Ml Cs .7 1.6
4 27-67 10yr5/6 none Cos Osg ml as .7 1.6
5 67-114 10yr6/4 none s Osg ml .7 1.6
F-1 El Boring # E] 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
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.
SBD-8330 (RA7/00) Sdunitt SON Testing, Im.
Page ~ P 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: c~~"uf/✓~ Lot No.:
Date: Legal Description: /Ur 1/4 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. . oll Top of / Noi/~< ~Za~s~f~a• ~~~e-~°'~ `''9fr° sg'"`rs~`'
Slope= /o?% Contour Line El. 41,4 Contour Line Length &,q
Cie f c~ ~oa
Scale 1" = 40'
r
~a
~ r
~pM \ L~~ a 3y,c~
33
This Soil and Site Evaluation was com feted to fill a zo i ui ent. It mayor may not be in a location suitable for you use.
U U' -