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141sconsin SOIL EVALUATION REPORT #1453
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings d Schmitt Soil Testing, Inc.
County
Attach complete site plan on paper not less than 8% x 1 'n Plan must St. Croix
include, but not limited to: vertical and horizontal referen oint di ion and 4Rev'By ~3 _ 13~
percent slope, scale or dimensions, north arrow, and locatio nd di n o nearest road. / _
Please print all infonnation. Date
Personal information you provide may )e us nv s. (1) (m)).
Property Owner P perty Location
Golden Harvest Capital, LLC Govt. Lot NW1/4 NE1/4, S20, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
14906 Blakeney Road 13 Pioneer Ridge
city St to Zi ber City ❑ Village ❑ Town Nearest Road
Eden Prairie 11 - 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 Glacial till Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a mound system. System elevation is 99.36', based off contour line established at
98.78'. Slope is 13%. on our line deflects 4' from straight in SO'.
Soil Application Rate
F-1-1 Boring # ® Ground surface elev. 98.78 ft. Depth to limiting factor 30 in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Fas Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efl#1 •Eff#2
1 0-11 10yr3/3 none sil 2fsbk mfr 2m,2f .6 .8
2 11-17 10yr4/4 none sil 2msbk mfr 2f .6 .8
3 17-30 10yr4/6 none sic[ 3msbk mfr gw if .4 .6
4 30-39 10yr5/4 cld7.5yr6/8 SI imsbk mvfr gw 4 7
7.5yr6/2
5 39-51 7.5yr4/4 c2d 7.5yr6/8 sl lmsbk mvfr cs 4 7
7.5yr6/2
6 51-59 10yr5/6 c2d 7.5yr5/6 vfsl lmpl mfr cs .2 .6
7.5 r5 2
7 59-84 5yr4/4 fif 5yr6/8 scl lmpl mfr
5yr6 2
Boring # ❑ Ground surface elev. 99.53 ft. Depth to limiting factor 29 ✓ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2
1 0-13 10yr3/3 none sil 2fsbk mfr as 2m,2f .6 .8
2 13-24 10yr5/3 none sil 2fsbk mfr gw 2f .6 .8
3 24-29 10yr4/4 none sil 2fsbk mfr gw if .6 .8
4 29-38 10yr4/4 m1d 5yr6/8 sicl 2fsbk mfr gw .4 .6
7.5yr6/2
5 38-61 10yr5/4 m2d 7.5yr6/6 sl Om mfr cw 2 6
7.5yr6/2
6 61-84 10yr5/6 m2d 7.5yr5/8 vfsl lcsbk mfr .2 .6
7.5 r5/2
' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 130 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signature`s CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 7/29/2006 715-247-2941
SBD-8330 (8.07/00)
Properly Owner Golden Harvest Capital, LLC Parcel ID # 13 l Page 2 of 3
F Boring # ❑ Ground surface elev. 94.82 ft. Depth to limiting factor 32 win. 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 0-9 10yr3/3 none I 2fsbk mfr as 3f .6 .8
2 9-21 10yr4/4 none sl 2fsbk mfr gw ivf .6 1.0
3 21-32 10yr4/6 none Is lcsbk mvfr a lvf .7 1.6
4 32-45 5yr4/4 c1f 5yr6/6 sd imsbk mfr gw .2 .3
5 45-60 7.5yr4/4 c2d 7.5yr6/6 sicl impl mfr cs 0.0 0.0
7.5 r6 2
6 60-80 7.5yr4/6 c2d 5yr5/6 A 2cpl mfr 0.0 0.2
5yr5/2
❑ 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/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2
❑ 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/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t •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.07100) Schmitt SoN TestIM Inc.
Page 3 of
&ndacted by: Conducted For.
Schmitt Soil Testing Inc. Name: Golkn 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 Subd.Name Pioneer Ridge
Lot No.: 13
7 Q Legal Description N1/4 NEIM S20 T30N R19W
M Backhoe pit Township, County: St. Joseph, St. Croix
Bench Mark EL I00.00' Top of r pvc pipe
0 Alternate Bench Mark EL _ e,O' Top of2" 1~ P i
Slope= Contour Line EL c~• 7~, Contour Line Length
Sc* 1" = 40'
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