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SOIL EVALUATION REPORT #1448
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Department of Commerce in accords ce 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 1 ches ' Plan must County St. Croix
include, but not limited to: vertical and horizontal reference int (B di ion and
percent slope, scale or dimensions, north arrow, and location d dist to nearest road. Parcel I.D. dad , d- / 15--~ 24 ' DOD
Please Revi By Date
Personal information you provide m be u (Pd s. 15.04 (1) (m)).
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Property Owner Property Location
Golden Harvest Capital, LLC DEC 13 2006 Govt. Lot NW1/ , NE1/4, S20, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
14906 Blakeney Road ST. CROIX COUNTY 24 Pioneer Ridge
City St ❑ 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 ft.
General comments
and recommendations: Area is suitable for a conventional system with a 0.5,g sgft rating. Possible system elevation for Area 1
is (step trenches) hightre`ncfiZZ, wrench 90.6'. Slope is 21 %
F 1-1 Boring # ❑ Boring
® Pit Ground surface elev. 97.06 ft. Depth to limiting factor 108+ 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 *EfW
1 0-11 10yr3/3 none sl 2fsbk mvfr as 2f,2vf .6 1.0
2 11-20 10yr5/6 none grsl 2msbk mfr gs 1vf .6 1.0
3 20-31 10yr5/4 none vgrsl 2msbk mf cis ivf .6 1.0
4 31-45 5yr4/4 none sicl 2fsbk mfr cis .4 .6
5 45-48 10yr5/6 none s Osg ml cis .7 1.6
6 48-71 10yr6/4 none fs Osg ml gw .5 1.0
7 71-108 10yr6/4 none s Osg ml .7 1.6
F2113oring # ❑ Boring 02 g 3 ' I&
Pit ~rou surface elev. 97.06 ft. Depth to limiting factor 110+ 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 -EfW
1 0-7 10yr3/4 none sl 2fsbk mvfr as 2f,2vf .6 1.0
2 7-15 10yr5/6 none grs Osg ml gw 2vf .7 1.6
3 15-25 7.5yr4/6 none sl 2fsbk mfr gw ivf .6 1.0
4 25-55 5yr4/4 none sl 2msbk mfr cis .6 1.0
5 55-84 10yr5/4 none vgrs Osg ml rs .7 1.6
6 84-110 10yr5/6 / none grs Osg ml .7 1.6
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it
- Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #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 8/1/2006 715-247-2941
SBD-8330 (R 07/00)
Property Owner Golden Harvest Capital, LLC Parcel ID # 24 Page 2 of 3
Boring # ❑ Boring
M Pit Ground surface elev. 92.44 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 0-10 10yr3/3 none sl 2fsbk mfr as 2f,2vf .6 1.0
2 10-20 10yr5/6 none $l 2msbk mfr gw 2vf .6 1.0
3 20-40 7.5yr5/6 none sl 2msbk mfr Cw lvf .6 1.0
4 40-65 5yr4/6 none sl 2msbk mfr Cw .6 1.0
5 65-89 10yr5/4 none grs Osg Ml Cs .7 1.6
6 89-115 10yr6/4 none s Osg m .7 1.6
F4 ] Boring # Boring
pit Ground surface elev. 96.84 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. *Ef1#1 *Eff#2
1 0-9 10yr3/3 none sl 2msbk mfr as 2f,2vf .6 1.0
2 9-20 10yr5/6 none sl 2msbk mfr Cs 1vf .6 1.0
3 20-32 7.5yr5/4 none gris lcsbk mvfr Cs 2vf .7 1.6
4 32-43 10yr5/4 none grcos Osg M1 Cs .7 1.6
5 43-57 7.5yr4/6 none sl 2msbk mfr Cs 6 1.0
6 57-115 10yr6/4 none s Osg ml .7 1.6
F-1 L] Boring # Boring Jilt
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 = 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.
SM4330 (R07/00) Sdm t SoN Testing, Inc.
.
,Conducted by; Conducted For. Page 2 of 3
Schmitt Soil Testing Inc. Nacre: Golden Harvest Capital, LLC
Thomas J. Schmitt, CST 227429 Address: 1440 Arcade St. N
1595 72nd St. City, State, Zip.- St. Paul, MN. 55106
New Richmond, WL 54017
Phone: 715-247-2941. Subd.Name: Pioneer Ridge
Lot No.:
--~L~ L Legal Description: J1/4 NE 1/4 S20 T30N RI 9W
M Backhoe ph Township, County: St. Joseph, St. Croix
A Bench Mark EL 100.00' Top of 2" pvc pipe.
A Alternate Bench Mark EL r &W Top of 2" pvc pipe
Skgx= P1% Contour Line El. 1W Contour Line Length
Scale I"= 40'
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