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isconsin SOIL EVALUATION REPORT #1439
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 i ches ' s' Plan must County St. Croix
include, but not limited to: vertical and horizontal reference int ( irection and
percent slope, scale or dimensions, north arrow, and location d dis ce nearest road. Parcel I.D. Z ~v 3
0' 27 - CX~
Please not all " Revi y Date
Personal information you provide ma be us 1`, (P - s. 1 . (1) (m)).
Property Owner Prorty Location
Golden Harvest Capital, LLC 3 2006 Govt. Lot NW1/4, E1/4, S20, T30N, R19W
Property Owner's Mailing Addres Lot # Block # Subd. Name or CSM#
14906 Blakeney Road ST. CROIX COUNTY 27 Pioneer Ridge
City S to Zip Code Phone Number City Village X 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 ft.
General comments
and recommendations: Area is suitable for a conventional system with a 0.4 gpd/sgft rating. Possible system elevation for Area 1
is (step trenches) high trench , ow rench 95.4'.
a Boring # Z Boring
® Pit Ground surface elev. 97.71 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. "Efr#1 •Efr#2
1 0-10 10yr3/3 none sil 2fsbk mfr as 2f,2vf .6 .8
2 10-32 10yr5/6 none sil 2fsbk mfr gw 2vf .6 .8
3 32-45 10yr5/4 none grls lcsbk mvfr gw lvf .7 1.6
4 45-54 7.5yr4/4 none sl imsbk mfr Cw .4 .7
5 54-110 10yr6/4 none s Osg ml .7 1.6
Boring # Boring
Z Pit Ground surface elev. 96.06 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. •Efr#1 'Eff#2
1 0-10 10yr3/2 none sil 2fsbk mvfr as 2f,2vf .6 .8
2 10-20 10yr5/6 none sil 2fsbk mfr gw 2vf .6 .8
3 20-36 10yr4/4 none sil 3msbk mfr gw 1vf .6 .8
4 36-53 7.5yr4/6 none Ifs lcsbk mvfr gw .5 1.0
5 53-69 10yr4/6 none sl lmsbk mfr gw .4 .7
6 69-100 10yr5/6 none Ivfs lcsbk mvfr Cs .4 .6
7 100-110 10yr6/4 none s Osg ml .7 1.6
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 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 7/31/2006 715-247-2941
ssD-9330 (x 07/00)
Property Owner Golden Harvest Capital, LLC Parcel ID # 27 Page 2 of 3
Boring # ❑ Boring
® Pit Ground surface elev. 94.11 ft. Depth to limiting factor 104+ 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 *Efr#2
1 0-7 10yr3/3 none A 2fsbk mfr as 2f,2vf .6 .8
2 7-16 10yr4/4 none sl 3fsbk mfr gw if .6 1.0
3 16-28 10yr5/6 none sl 2msbk mfr gw ivf .6 1.0
4 28-50 10yr4/6 none sl 2msbk mfr gw ivf .6 1.0
5 50-71 10yr5/6 none Ifs lcsbk mvfr cw .5 1.0
6 71-78 7.5yr4/6 none fsl imsbk mfr Cs .4 .8
7 78-104 10yr6/4 none grs Osg ml .7 1.6
4] Boring # Boring
Pit Ground surface elev. 100.41 ft. Depth to limiting factor 96+ in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#f *Eff#2
1 0-8 10yr3/2 none I 2mgr mvfr as 2vf .6 .8
2 8-23 10yr4/6 none scl 2msbk mfr gw 1vf .4 .6
3 23-47 10yr4/4 none sl imsbk mfr gw .4 .7
4 47-61 7.5yr4/6 none fs Osg ml am .5 1.0
5 61-70 10yr4/6 none Ivfs lcsbk mfr gw .4 .6
6 70-96 10yr6/4 none s Osg ml .7 1.6
L
❑ Boring # ❑ Boring
El 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 *Efr#2
* Effluent #1 = BODS> 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 (I 0'1/00) SchmNt SoN Tesft, Inc.
y f Page of
Conducted by: Conducted For.
Schmitt Soil Testing Inc. Name: Goklen Harvest Capital, LLC
• Thomas J Sdm utt, CST 227429 Address: 1440 Arcade St. N
1595 72nd St. City, state, zip.- St. Paul, MN. 55106
New Richmond, WI. 54017
Phone: 715-247-2941 Subd.Name. Pioneer Ridge
Lot No.: 2_
na f-7/ 166 Legal Description 1/4 NEI/4 820 T30N RI9W
M Backhoe pit Township, County: St. Joseph, St. Croix
A Beach Mark EL 100.00' Top of 2" pvc pipe.
pipe
Q Alternate Bench Mark EL 93- / Top of 2" P~c
Slope= 13T-O Contour Line EL Nlq Contour Line Length I V,4
Scale 1" = 49 3 U
- off. ! gz
' J' ` f
027
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