HomeMy WebLinkAbout030-2153-39-000
A NVOLwonsin SOIL EVALUATION REPORT #1461
Department of Commerce in accordance with m 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 inches in 'ze. %ntd St. Croix
include, but not limited to: vertical and horizontal reference point (B di percent slope, scale or dimensions, north arrow, and location and dist ad. Parcel ID l~ 3o--
l 3 31.~
Please p Revi By 12 Date
Personal information you provide may used (Priv Law, j2 9 0 (p
Property Owner 1 3 2006 Prope ocation
Golden Harvest Capital, LLC DEC Govt. Lot NE1/4, 41/4,&S-/2-0, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
14906 Blakeney Road ST. CROIX COUNTY 39 Pioneer Ridge
City Stat ❑ City ❑ Village ❑ Town Nearest Road
Eden Prairie MN 55347 (612)202-3234 St.Joseph 50Th St.
❑ New Construction Dce: ❑ 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 10.7.93' based off contour line established at
106.85'. Slope is 16%.
M Boring # ❑ Boring
® Pit Ground surface elev. 108.05 ft. Depth to limiting factor 28 /in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *01#1 *Ef#2
1 0-7 10yr3/4 none sl 2fsbk mfr as 2f,lvf .6 1.0
2 7-20 7.5yr5/6 none sl 2fsbk mfr gw 1vf .6 1.0
3 20-28 10yr5/6 none Ifs lmsbk mvfr gw ivf .5 1.0
4 28-40 7.5yr4/4 f1f 10yr6/6 sl lfsbk mfr cw 4 7
5 40-48 10yr5/6 cif 7.5yr6/6 Ifs lcsbk mvfr Cs .5 1.0
7.5yr6/1
6 48-53 7.5yr4/4 cif 7.5yr6/6 sl 2fsbk mvfr Cs
7.5 r6 2 6 1.0
7 53-60 10yr6/4 none s Osg ml .7 1.6
M Boring # Boring
® Pit Ground surface elev. 108.05 ft. Depth to limiting factor 23 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 •Eff#2
1 0-7 10yr3/2 none sil 2mgr mvfr as 2f,2vf .6 .8
2 7-11 7.5yr4/6 none sid 2msbk mfr gw 2vf .4 .6
3 11-23 10yr4/4 none sil 3msbk mfr gw ivf .6 .8
4 23-64 10yr4/6 m3d 7.5yr6/8 sl lmsbk mfr cw 4 7
7.5yr6/2
5 6474 10yr5/4 c1f 10yr6/8 grlcos lcsbk mvfr Cs .7 1.6
10yr6/2
6 74-90 5yr4/4 m2d 7.5yr6/6 sl Om mfi .2 .6
7.5 r6 2
* Effluent #1 = BOD? 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
Thomas J. Schmitt ~ , 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 8/5/2006 715-247-2941
ssn-8330 (EL07ro0)
Property Owner Golden Harvest Capital, LLC Parcel ID # Page 2 of 3
Boring # ❑ Boring ✓
® Pit Ground surface elev. 104.45 ft. Depth to limiting factor 33 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 0-8 10yr3/3 none 1 2fsbk mvfr as 2m,2vf .6 .8
2 8-19 7.5yr4/6 none sl 2msbk mvfr a 2vf .6 1.0
3 19-33 7.5yr4/6 none Ifs lcsbk mfr cs ivf .5 1.0
4 33-42 5yr4/6 c1d 7.5yr6/8 sl lmsbk mfr cs .4 .7
7.5yr6/2
5 42-50 10yr5/6 fif 10yyr52/8 fs1 Om mfr cs 2 5
6 50-57 5yr4/4 f1f 7.5yr6/6 Vfsl Om mfr cs 2 .5
7.5yr6/2 .
7 57-64 5yr4/6 c1d 7.5yr6/8 sl Om mfr .4 .7
7.5yr6/2
F-I 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#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/ftz
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 (807/00) S&m t So® Testing, Im.
Page .3 of 3
Conducted by: Conducted For.
Schmitt Soil Testing Inc. Name: _ Golden Harvest Capital, LLC
Thomas J Scat, CST 227429 Address: 1440 Arcade St. N
1595 72nd St. City, State, Zip: St. Paul, MN. 55106
New Richmond, WI. 54017
Pho : 715- 7-2941 a Subd.Name: Pioneer Ridge
z~ Lot No.:
Dow is-,_i 06 lAwW Din: flE 114 NEIM S20 73ON R19W
Backhoe pit Township, County: St. Joseph, St Croix
A Bench Mark EL 100.0 Top o€2" Pve pjpe.
A Ahtemate Bit Mark EL 9~ 7?~ Top of 2" pvc pipe
slope= Contour Line Eh. /D(o. *S--- Contour Line Length 0 _
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Scale r
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_ Et t` 33r
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