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`Vlsconsin SOIL EVALUATION REPORT #1462
` Department of Commerce in accordance" 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 inch 'n size. Ian st County St. Croix
include, but not limited to: vertical and horizontal reference point di ' and
percent slope, scale or dimensions, north arrow, and location and dis ce to n ad. Parcel I.D.
- b
16
Please pria
ED Rev By Date
Personal information you provide may be for secondary purposes (Priwa~y s.15. 1) (m))- /Z /t o(a
Property Owner DEC 13 20 0 6 Property Location
/4, NE1/4, S20, T30N, R19W
Golden Harvest Capital, LLC Govt. Lot S IA e
Property Owner's Mailing Address ST. CROIX COUNTY Lot # Block # Subd. Name or CSM#
14906 Blakeney Road 16 Pioneer Ridge
City State ❑ City ❑ Village ❑ 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 0.7 /sgft rating. Possible system elevation for Area 1
(step trenches) is high trench 107.74', low trench 106.90'.
❑ Boring #
® Ground surface elev. 113.25 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 0-6 10yr3/4 none sl 2fsbk mvfr as 3vf .6 1.0
2 B-23 7.5yr4/6 none gris icsbk mvfr gw 1vf .7 1.6
3 23-52 10yr5/6 none grCos Osg ml Cs .7 1.6
4 52-110 10yr6/4 none s Osg ml .7 1.6
i
N
.IZ 0
❑ Boring #
® Ground surface elev. 112.15 ft. Depth to limiting factor 102+ 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. 'Efr#1 'EW
1 0-7 10yr4/3 none sl 2msbk mvfr as 2f,2vf .6 1.0
2 7-14 7.5yr5/6 none sl 2msbk mvfr gw 2vf .6 1.0
3 14-21 10yr4/6 none ifs icsbk mvfr Cs ivf .7 1.6
4 21-31 7.5yr5/4 none grlcos Osg mfr Cs .7 1.6
5 31-62 10yr5/6 none s Osg ml as .7 1.6
6 62-75 5yr4/6 none scl 2msbk mfr Cs .4 .6
7 75-92 5yr4/4 none sl Om mfr Cs .2 .6
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 s30 mg/L and TSS <-30 mg/L
CST Name (Please Print) Si nature: CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 8/42006 715-247-2941
SBD-8330(R.07/00)
Property Owner Golden Harvest Capital, LLC Parcel ID # 16 Page 2 of 3
[1a]Boring # ❑ Ground surface elev. 112.15 ft. Depth to limiting factor 102+ 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
8 92-102 10yr6/4 none s Osg ml .7 1.6
Continuation of Bore 2
3] Boring #
® Ground surface elev. 110.4 ft. Depth to limiting factor 106+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-7 10yr4/4 none sl 2fsbk mvfr as 2f,2vf .6 1.0
2 7-23 10yr3/4 none grsl 2msbk mvfr gw 2vf .6 1.0
3 23-48 7.5yr5/4 none grls Osg M1 Cs .7 1.6
4 48-64 10yr5/4 none gricos Osg MI Cs .7 1.6
5 64-106 10yr5/6 none s Osg ml .7 1.6
a
71
FW] Boring # ® Ground surface elev. 112.15 ft. Depth to limiting factor 100+ 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
1 0-7 10yr4/3 none grsl 2fsbk mvfr as 2f,2vf .6 1.0
2 7-24 7.5yr5/4 none vgrkbs icsbk mvfr 9w ivf .6 1.0
3 24-46 10yr5/4 none vgrlcos Osg ml gw .7 1.6
4 46-74 10yr5/6 none grs Osg Ml Cs .7 1.6
5 74-100 10yr6/4 none grs Osg ml .7 1.6
/a7. 7Y ~I
" 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.
SWAM (3L07/00) SchnwN SoN T%ft, Inc.
Page 3 of 3
- Conducted by: Conducted For.
- Sclm itt Soff Testing Inc. Name: GAIM Harvest Capital, LLC
Thomas J. Scdungt, CST 227429 Address: 1440 Arcade St. N
1595 72nd St. City, State, Zip: St. Paul, MN. 55106
New Richmond, W1.54017
Phone: 715-247-2941 Subd.Name: Pioneer Ridge
o - Lot No.: l~
Dalm Legal Win: X1/4 NE114 S20 T30N RI 9W
.
M Backhoe Pg Township, County: St. Joseph, St. Croix
j- Bench Mark EL 100-W Top of 2" pvc pipe.
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A Ahumate Beach b *k EL -9_. S Top of 2" pvc pipe /
Slope= 79 Contour Lhw EL !V, Contour Line Length N $J"
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Scale 1 40'
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