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• NVIsconsin SOIL EVALUATION REPORT #1446
Department of Commerce in accordance wit Comm 85, Wis_ Adm. Code Page 1 of 4
Division of Safety and Buildings Schmitt Soil Testing, Inc.
County
Attach complete site plan on paper not less than 8% x 11 inches ' s' must St. Croix
include, but not limited to: vertical and horizontal reference point ( di ion nd
percent slope, scale or dimensions, north arrow, and location and di nce t road. Parcel I.D. 030V l s3 _40~
Please pri Rev" By Date
a 110M Personal information you provide may be sed fo nvacy , 15.04 (m)). / Zd
Property Owner Prope Location
Golden Harvest Capital, LLC DEC 13 2006 Govt. Lot SE11, NE1/4, S20, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
14906 Blakeney Road ST. CROIX COUNTY 40 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 Pitted glacial drift Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a mound system. System elevation is 98.28' based off contour line established at
97.53'. Slope is 11
Boring # Boring
Pit Ground surface elev. 98.4 ft. Depth to limiting factor 30 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 10yr3/3 none sil 2fsbk mvfr as 2f .6 .8
2 7-15 10yr5/3 none sil 2fsbk mfr gw if .6 .8
3 15-30 10yr4/4 none sl 2msbk mfr gw if .6 1.0
4 30-40 10yr5/6 c2d i~/8 fs Osg ml as 5 1.0
5 40-43 7.5yr4/6 c2d 55 /6 IVfs lcsbk mfr as 4 6
6 43-72 10yr5/6 m2d 7.5yr6/8 fs Osg ml gw .5 1.0
7.5 r6 2
7 72-94 7.5yr4/6 c25 5yyr2/8 Ifs icsbk mvfr 5 1.0
I I Boring # ❑ Boring
❑ Pit Ground surface elev. 99.0 ft. Depth to limiting factor 37 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 0-7 10yr3/3 none sil 2fsbk mvfr as 2f .6 .8
2 7-18 10yr5/3 none sil 2fsbk mfr gw if .6 .8
3 18-37 10yr4/4 none sil 3msbk mfr cs ivf .6 .8
4 37-44 10yr5/6 c2d i0y/r26/8 fs Osg ml Cs .5 1.0
5 44-62 10yr6/2 ni25y~~/6 sil 2msbk mfr Cs .6 .8
6 62-88 10yr5/6 none Ifs icsbk mvfr .5 1.0
' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS <30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 11L~ 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 7/26/2006 715-247-2941
SBD-8330 (807/00)
Pro'erty Owner Golden Harvest Capital, LLC Parcel ID # 40 / Page 2 of 4
3 ] F Boring # Boring ✓
® Pit Ground surface elev. 98.40 ft. Depth to limiting factor 27 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#t *Eff#2
1 0-6 10yr3/3 none sil 2msbk mvfr as 2f .6 .8
2 6-15 10yr5/3 none sil 2msbk mfr gw if .6 .8
3 15-27 10yr4/4 none A 2msbk mfr gw ivf .6 .8
4 27-51 10yr5/4 c2d 7.5yr6/6 grfsl 2msbk mvfr Cs .4 .8
1 r6/2
5 51-94 10yr5/6 m2d 10yr6/8 SO lmpl ml .4c .6
7.5 r6 2
4 ] Boring # Boring
® Pit Ground surface elev. 93.75 ft. Depth to limiting factor 32 in. Soil Application Rate
F
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 0-7 10yr3/3 none sil 2fsbk mfr as 2f .6 .8
2 7-16 10yr4/3 none sil 2fsbk mfr gw if .6 .8
3 16-23 10yr4/4 none sl 3msbk mfr gw ivf .6 .8
4 23-32 7.5yr4/6 none grsl 2msbk mfr gw .6 1.0
5 32-72 7.5yr5/4 c25 y 2/6 Ifs lcsbk mvfr cs .5 1.0
6 72-96 7.5yr4/4 m2d 5yr6/8 vfsl lmpl mfr .2 .6
5yr6/2
Boring # F] Boring
Z Pit Ground surface elev. 95.10 ft. Depth to limiting factor 32 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#f 'Ef#2
1 0-5 10yr3/3 none I 2fsbk mfr as 2m,2f .6 .8
2 5-22 10yr5/3 none sil 2fsbk mfr gw if .6 .8
3 22-32 10yr4/4 none grsl 2msbk mfr Cs if .6 1.0
4 32-64 7.5yr5/6 c25 5yr6/8 Ifs icsbk mvfr cs 5 1.0
5 64-92 10yr5/6 m2d 10yr618 ml
1 r6 2 5 1.0
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 (8.07/00) Schmitt SOY T
lS1MQ IfIC.
Page ,3 of 3
r Conducted by: Conducted For.
.Schmitt Soii Testing Inc. Name: Golden Harvest Capital, LLC
Thomas J. Schmitt, CST 227429 Address: 1440 Arcade S#. 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.: yC7
n ew 7 / -M, i 196 Legal Description: s1/4 NEIM S20 T30N R19W
M Backhoe pit Township, Coumy: St. Joseph, St. Croix
A Bench Marls EL 100.00' Top of2" pvc lam.
AkmaW Bench Mark EL 1CO- 5//` Top of 2" 07- Slope= Contour Line EL Contour Line Length ?G'
fE
Scale I"= 40'
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