HomeMy WebLinkAbout020-1420-70-000 (2)
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of steel soil service
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must St. Crob(
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. "7 V - /
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all information. R By Date
Personal information you provide may be used for secondary purposes (Privac (mj). ` `{j • 3
Pr Owner Pr Location
operty t`"~ Govt. L ,'1~41a1~14 NE 114 S 20 T 29 N R 19 W
rporation
g
# Block #C-" Subd. Name or CSM#
Property Owner's Mailing Address of
j ` SJ $1 r The Glen l/ Z 7 5 J
4940 Viking Dr. Suite 608
city c~~%Kt State Zip C Phone Number,, C Village Town Nearest Road
MN 55435 959 8 ` Hudson
' New Construction Use: ✓ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD 71
Replacement Public or commercial - Describe:
Flood plain elevation, if applicable na
Parent material Pitted outwash
General comments
and recommendations: System elevation 96.50ft, trenches spaced and depth to code 3.75ft below grade
Boring # Boring
Pit Ground Surface elev. 100.25 ft. Depth to limiting factor 96 in. Sod A~tication Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft2
"Eff#1 `Eff#2
1 0-9 1Oyr3/3 none sill 2msbk mfr cs 2f _5 .8
2 9-24 7.5yr4/4 none Is osg mvfr cs na .7 12
3 24-96 7.5yr4/6 none ms Osg ml na na .7 12
of so/
Boring # Boring
Pit Ground Surface elev. 100.25 ft. Depth to limiting factor 96 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#1 PD/ftfEff#2
1 0-9 1Oyr3/4 none sicl 2msbk mfr cs 2f .4 .6
2 9-24 7.5yr4/6 none ms osg ml na na .7 1.2
q s-/g,f
* Effluent #1 = BOD 5> 30 < 220 mg1L and TSS >30 < 150 mg/L * Effluent #2 = BODS<30 mg/L and TSS <.30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel 248956
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, W 154017 9/12/2002 715-246-5085
property owner Sienna Corporation Parcel ID # pending Page 2 of 3
IE Boring # Boring Depth to limiting factor 96 in.
, Pit Ground Surface elev. 97.75 ft. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff# ~ PD Eff#2
1 0-12 10yr3/3 none sil 2msbk mfr cs 2f .5 .8
2 12-32 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 32-40 7.5yr4/4 none Is osg mvfr cs na .7 1.2
4 40-96 7.5yr4/6 none ms osg ml na na .7 1.2
Boring # Boring
❑ Pit Ground Surface elev. ft. Depth to limiting factor in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PD Eff#2
❑ Boring # ' Pit Boring
Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots ;E ; N Eff#2
* Effluent #1 = BOD ? 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 e:r
Page 3 of 3
STEEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM Sienna Corporation New Richmond, W1 54017
Lic. # 248956 NWl/4,NE1/4,S 20,T29,R19W (715) 246-6200
Town of Hudson, St. Croix Co- (715) 246-5085
The Glen lot 81
This soil evaluation was conducted to, satisfy a_ zoning requirement, it-may or may net be suitable for
your use. The location of the test may or may not be as shown as permanent lot lines were not
established at the time the soil test was conducted` Legend N
1" = 40'
A Benchmark El. 100:0oFt
of '/2" pvc pipe
4k Alt Benchmark EL98.90Ft
op of 1/2" pvc pipe
o = Borings
Boring Elevations
B1=100:25Ft
B2 =100.25Ft
B3 =97.75Ft
B4 =00.00Ft
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