HomeMy WebLinkAbout026-1306-00-016 (2)
NOsconsin SOIL EVALUATION REPORT #1478
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 not less than 8% x 11 inches in size. Plan must County
paper 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 16 Date
Personal information you provide ma es (P . Law, s. 15.04 (1) (m)). ~O /D O
Properly Owner Property Location
Sienna Corporation Govt. Lot NW1/ , SE S18, T30N, R18W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
4940 Viking Drive Suite 608 TY 16 The Glens Of Willow River
City State Zi a Phone Number ❑ City ❑ Village Z Town Nearest Road
Minneapolis M 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 C:7 gpd/ sgft rating. Possible system elevation for Area
1 is 95.30'.
a Boring # ❑ Boring
® Pit Ground surface elev. 98.85 ft. Depth to limiting factor 102+ 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 10yr3/1 none sil 2fsbk mfr as 1m,1f .6 .8
2 11-25 10yr4/4 none sicl 2fsbk mfr gw 1vf .4 .6
3 25-40 10yr5/6 none grcos Osg ml cs .7 1.6
4 40-102 10yr6/4 none s Osg ml .7 1.6
55.3a
2•~
14
a Boring # Boring
Pit Ground surface elev. 99.60 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 0-10 10yr3/1 none I 2fsbk/lmpl mfr as 1m,2f .6 .8
2 10-13 10yr3/4 none sil 3msbk mfr gw 1vf .6 .8
3 13-25 10yr4/4 none sl 2msbk mfr gs 1vf .6 1.0
4 25-50 10yr5/4 none grcos Osg ml as .7 1.6
5 50-100 10yr6/4 none s Osg ml .7 1.6
16 30
v" -9 7•t~
Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 _ 150 mg/L ' Effluent #2 = BOD5 s.30 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 9/13/20W 715-247-2941
SBD-8330 (8.07/00)
I
Property Owner Sienna Corporation Parcel ID # 16 Page 2 of 3
3] Boring # ❑ Boring
Z Pit Ground surface elev. 98.81 ft. Depth to limiting factor 96+ 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 I 2fsbk mfr as im,2f .6 .8
2 9-18 10yr4/4 none sid 2fsbk mfr gw lvf .4 .6
3 18-23 10yr4/6 none sl 2msbk mfr Cs ivf .6 1.0
4 23-38 10yr5/4 none grcos Osg ml as .7 1.6
5 38-96 10yr6/4 none s Osg ml .7 1.6
30 "
Z.1Z
❑ 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
❑ 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/ftz
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-8330 (8.07/00) SdwM Son Tes ft Int.
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
1595 72nd St. City, State, Zip: Minneapolis, MN 55435
New Richmond, WI. 54017
Phone: 715-247-2941 Subd.Name: The /Glen of Willow River
Signature: Lot NO.: /(G
Date: / /3_~ /06 Legal Description: N4/1/4 SE1/4 S18 T30N R18W
Backhoe pit Township, County: Richmond, St. Croix
A Bench Mark El. 100.00' Top of 2" pvc pipe
Alternate Bench Mark El. 9,?, /0 ` Top of Z&71
Slope= 70 Contour Line El. /YX Contour Line Length 41,4
6►~ P ~
Scale 1" = 40' 26
37 0' 3G l
7 p2 ~
0-
Z
'M
This Soil and Site Evaluation was completed to tnlfill a zoning requirement. It may or may not be in a location suitable for you use.