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SOIL EVALUATION REPORT #1435
141sconsin Department of Commerce in accordance 'h 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 cttak in s' Ian st St. Croix
include, but not limited to: vertical and horizontal reference point di ti o Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and nce to a 'j A-3 -32 - 06
Please print, -11 C 1n'1 ReV By Date
(m)). /2 /9 DC/
y s. '~X
Personal information you provide may be use I for seuoa sF(PQ,
Property Owner perty Location
vt. Lot E1/4, JEI/4/,S20, T30N, R19W
Golden Harvest Capital, LLC ILtG
Property Owner's Mailing Address t # Block # Subd. Name or CSM#
906 Blakeney Road 32 Pioneer Ridge
14
City State Zi one Number ❑ 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 9.7 Wsgft rating. Possible system elevation for Area
1 is 98.5. Slope is 3%.
1
❑ Boring
F-11 Boring # ® Pit Ground surface elev. 101.79 ft. Depth to limiting factor 15 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 0-6 10yr3/4 none sl 2fsbk mfr as 2f .6 1.0
2 6-15 10yr4/4 none sl 2msbk mfr 9w if .6 1.0
3 15-25 10yr5/4 m15d 5y/rZ6/6 ~ 2f~ mfr Cs 4 6
4 25-31 7.5yr4/6 c2d 7.56/6/6 7.56/6/2 sl lmsbk mfr gw .4 .7
5 31-59 10yr5/3 c2d 7.56/6/8 sil 2fsbk mfr Cw .4c .6
7.56/6/2
6 59-78 10yr7/2 m2d 7.5yr6/8 sil lmsbk mfr Cw Ac .6
7.5 r6 2
7 78-84 10yr6/4 none s Osg ml .7 1.6
a Boring # ❑ Boring
Pit Ground surface elev. 102.49 ft. Depth to limiting factor 96+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fts
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
1 0-7 10yr3/4 none grsl 2fsbk mfr as 2f .6 1.0
2 7-25 10yr5/6 none grls Osg ml Cs if .7 1.6
3 25-96 10yr6/4 none s Osg ml .7 1.6
/ rl
5
" Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS 130 mg/L and TSS s-30 mg/L
CST Name (Please Print) Signature: , . CST Number
227429
Thomas J. Schmitt
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 7/29/2006 715-247-2941
SBD 9330 (R07/00)
Property Owner Golden Harvest Capital, LLC Parcel ID # 32 Page 2 of 3
s
Boring # Boring
pit Ground surface elev. 100.34 ft. Depth to limiting factor 125+ 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 0-7 10yr3/4 none I 2fsbk mfr as 2f .6 .8
2 7-23 10yr4/4 none sil 2msbk mfr gw ivf .6 .8
3 23-33 10yr4/6 none grsl 2msbk mfr 9w .6 1.0
4 33-57 7.5yrS/4 none Ifs icsbk mfr CS .5 1.0
5 57-67 10yr6/4 none s Osg MI Cs .7 1.6
6 67-80 10yr5/6 none vfsl imsbk mvfr C5 .2 .6
7 80-125 10yr6/4 none s Osg ml .7 1.6
4 ] Boring # Boring
pit Ground surface elev. 101.74 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. *Eff#1 *Eft#2
1 0-5 10yr3/3 none grsl 2fsbk mfr as if .6 1.0
2 5-11 10yr5/4 none sl 2fsbk mvfr gw ivf .6 1.0
3 11-19 7.5yr4/6 none gricos lcsbk mvfr gs .7 1.6
4 19-32 10yr5/4 none Cos Osg ml gw .7 1.6
5 32-96 10yr6/4 none s Osg ml .7 1.6
gir' S
Boring # Boring
® Pit Ground surface elev. 101.74 ft. Depth to limiting factor 98+ 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 10yr3/3 none grsl 2msbk mfr as 2f .6 1.0
2 8-16 10yr5/6 none grifs lcsbk mf gw 2f .5 1.0
3 16-25 7.5yr5/4 none grcos Osg ml gw .7 1.6
4 25-34 10yr6/4 none s Osg ml cw .7 1.6
5 34-54 10yr5/4 none vgrs Osg MI CS .7 1.6
6 54-72 10yr5/4 none grs Osg MI Cs .7 1.6
7 72-98 10yr6/4 none s Osg ml .7 1.6
Effluent #1 = BOD? 30 < 220 mg/L and TSS X30 <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 (8.07/00) Schmitt SOB Testing Dw-
Page 3 of -3
Conducted by: Conducted For.
Sc6nitt Soil Testing Inc. Name: Golden Harvest Capital, LLC
Thomas I. 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..
I r7i Legal Damon: /V 114 NE114 S20 T30N R19W
Backhoe pit Township, County: St. Joseph, St Croix
Bench Mark EL 100.00' Top of 2" pvc pipe.
A Alternate Bench Mark EL lol ~ ? 3 / Top of 2" pvc pipe
Slope= ..3Qo Contour Line EL--&A Contour Line Length
Scale 1" = 40'
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