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`Visconsin SOIL EVALUATION REPORT #1424
Department of Commerce in accordance OP 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 in in si Ian ust St. Croix
include, but not limited to: vertical and horizontal reference poin M), di and
percent slope, scale or dimensions, north arrow, and location and nce ea road. Parcel I.D. 03 6 _ 3- O 3 - 006
Please print all information. Revie By Date
Personal information you provide may he used for secondary purposes (Privacy Law, s. (1) (m)). !Z ! fj D(p
Property Owner Pro M Location
Golden Harvest Capital, LLC Go .Lot SE1/4, 1/4, S20, T30N, R19W
Properly Owner's Mailing Address DEC 1 3 2006 Lot Block # Subd. Name or CSM#
14906 Blakeney Road Pioneer Ridge
City State Zip ode ST tMbII~~NTY City ~ Village M Town Nearest Road
Eden Prairie MN 55 7 (612)202-3234 St.Joseph 50Th St.
New Construction Use: N 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 conventi al__ayW with a 0.7 d/p spft rate. Possible system elevation for Area 1
is,(step trenches)High rench 86.7' Low trench 84:7. Slope is 19%. 44- A -5 '16 15
F 1-1 Boring # Boring
~ Pit Ground surface elev. 92.34 ft. Depth to limiting factor 116+ 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 10yr4/4 none sl 2fsbk dsh as 2f .6 1.0
2 10-21 7.5yr5/4 none grls 2msbk ds gw if .7 1.6
3 21-56 7.5yr4/6 none grlfs icsbk ds Cs .5 1.0
4 56-67 10yr5/4 none grcos Osg ml Cs .7 1.6
5 67-116 10yr6/4 none s Osg ml .7 1.6
Boring # D Boring
M Pit Ground surface elev. 93.31 ft. Depth to limiting factor 112+ 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 0-8 10yr4/4 none sl 2msbk ds as 2f .6 1.0
2 8-14 7.5yr4/6 none sl 2msbk dsh gw if .6 1.0
3 14-25 7.5yr5/6 none grls icsbk dsh CW .7 1.6
4 25-50 5yr4/6 none sl 1msbk dsh Cs .4 .7
5 50-112 10yr6/4 none s OW ml .7 1.6
,7 n
I La
q, 3Z ~
* Effluent #1 = BOO 5> 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) Signature: / CST Number
`y'~ pro , ii~~ ^ 227429
Thomas J. Schmitt
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 7/19/2006 715-247-2941
SBD-8330(8.07/00)
Property Owner Golden Harvest Capital, LLC Parcel ID # 3 Page 2 of 3
3 Boring # ❑ Boring
❑ Pit Ground surface elev. 85.98 ft. Depth to limiting factor 115+ 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 10yr4/3 none sl 2fsbk ds as 2f .6 1.0
2 9-16 10yr4/4 none sil 2fsbk ds rs if .6 .8
3 16-29 10yr4/6 none sl 2msbk dsh cs if .6 1.0
4 29-47 5yr4/4 none sicl 2msbk dsh cs .4 .6
5 47-66 10yr5/4 none grcos Osg ml cs .7 1.6
III 6 66-115 10yr6/4 none s Osg ml .7 1.6
44 , 1k
F-1 Boring # ❑ Boring I,h
❑ 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#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/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 = 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 (R.07/00) Schmitt Soil Testing, Inc.
Page of .3
Coded by: Conducted For.
Schmitt Soil Testing Inc. Name: Gold 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, WI. 54017
Phone: 715-247-2941 Of- Subd.Name: Pioneer Ridge
u,? Lot No.. 13
DO-- Legal Description: 114 NEIM S20 T30N RI 9W
1• Bade pit Township, County: St. Joseph, St. Croix
At Bench Mark EL 100.00' Top of 2" pvc pipe
Q Alternate Bench Mark EL SS•/dr Top of 2" pvc pipe
slope= /9/A Contour Line EL / Contour Line Length A/4,
Scale 1" = 40'
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