HomeMy WebLinkAbout030-2153-38-000
-Visconsin SOIL EVALUATION REPORT #1449
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Schmitt Soil Testing, inc.
County
Attach complete site plan on paper not less than 8% x 11 inches e. must St. Croix
include, but not limited to: vertical and horizontal referen int (B on parcel I.D
percent slope, scale or dimensions, north arrow, and location distance t road. Q J -3.- 38
Please p n Revie By Date
Fr-F Personal information you provide may used (Priva Law, s. 1 (1) (m)). Z Z/
9 D~
Property Owner Property Location
Golden Harvest Capital, LLC DEC 13 2006 Govt. Lot NE1/ , NE1/4, S20, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
14906 Blakeney Road ST. CROIX COUNTY 38 Pioneer Ridge
City Sta City ❑ Village Z Town Nearest Road
Eden Prairie MN 55347 (612)202-3234 St.Joseph 50Th 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 tt.
General comments
and recommendations: Area is suitable for a conventional system with a 0.5 qpd sgft rating. Possible system elevation for Area 1
is (step trenches) high trenc , ow trench 102.65'.
F-1-1 Boring # Ground surface elev. 107.15 ft. Depth to limiting factor 110+ in.
~ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -EW2
1 0-11 10yr3/3 none sl 2fsbk mvfr as 2f,2vf .6 1.0
2 11-25 7.5yr5/6 none Is lcsbk mvfr gw 1vf .7 1.6
3 25-37 10yr5/6 none s Osg ml 9W .7 1.6
4 37-64 10yr6/4 none grs Osg ml Cs .7 1.6
5 6480 10yr5/4 none sl 2msbk mfr Cs .6 1.0
6 80-110 10yr6/4 none s Osg ml ,7 1.6
2 ] F Boring #
❑ Ground surface a v. 107.15 ft. Depth to limiting factor 105+ in.
® Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2
1 0-5 10yr3/3 none I 2fsbk mvfr as 2f,2vf .6 .8
2 5-10 10yr4/4 none scl 2msbk mfr gw 2vf .4 .6
3 10-17 10yr6/6 none sil 2msbk mfr gw 1vf .6 .8
4 17-40 10yr5/4 none grsl 2msbk mvfr gw .6 1.0
5 40-61 10yr5/6 none grs Osg ml Cs .7 1.6
6 61-73 7.5yr4/6 none Ifs lcsbk mfr Cs .5 1.0
7 73-105 10yr6/4 none fs Osg/ ml .5 1.0
~d
' Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L ffluent #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 8/5/2006 715-247-2941
SBD4330 (8.07/00)
Property Owner Golden Harvest Capital, LLC Parcel ID # 38 Page 2 of 3
. M M Boring #
Ground surface elev. 100.85 ft. Depth to limiting factor 110+ 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 0-4 7.5yr4/3 none I 2fsbk mvfr gw 2f,2vf .6 .8
2 4-16 7.5yr4/6 none s1 2msbk mfr gw 1vf .6 1.0
3 16-24 10yr5/4 none cos Osg MI CW .7 1.6
4 24-60 10yr6/4 none s Osg ml cs .7 1.6
5 60-71 10yr6/4 none Ifs icsbk mvfr CS .5 1.0
6 71-110 10yr5/4 none cos Osg ml .7 1.6
❑ Boring # 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
❑ Boring # O 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
* 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 608-266-31 S 1 or TTY 608-264-8777.
SBD-8330 (8.07/00)
Schrtdtt Sob TesrRtg, Inc.
Page of
Conducted by: Conducted For.
"SChn tt Soil Testing Inc Name: Goklm Harvest Capital, LLC
Thomas J Schmitt, CST 227429 Address: 1440 Arcade SL N
1595 72nd St. City, State, Zip: St. Paul, MN. 55106
New Richmond, WI. 54417
Phone: 715-247-2941 Subd.Name: Pioneer Ridge
Lot No.: J6
UNK _8 / S' i 04 Legal Description: 116-114 NEI/4 S20 T30N R1 9W
BackbDe Ph Tom, County: St. Joseph, St. Croix
A Bench Mark EL 100.W Top of 2- pvc pipe
Alternate Bench Mark EL /07 3 V Top of r pvc pipe
Slope= '7 / Contour Line EL _LV6_ Contour Line Length Nl¢
Scaie 1 p = 40' p
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