HomeMy WebLinkAbout020-1419-90-000 (3)
1121
Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Crob(
include, but not limited to: vertical and horizontal reference point (BM), direction and e"
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
L' p GU
Please print all information. gy Date
Personal information you provide may be used for secondary purposes (Privacy Law, s_ 15.04(l) (m)). I /
Property Owner ` ° - Location G
Sienna Corporation °Govt. of SW 114 NE 1/4 S 20 T 29 NR 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
4940 Viking Dr, Suite 608 h 200 7 --A&- 7 The Glen 2
city h4 State Zip C e Phone Number City Village Town Nearest Road
MN 55415 Hudson Carmichael Rd.
ei New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material Pitted outwash Flood plain elevation, if applicable na
General comments
and recommendations: System elevation 94.70ft, trenches spaced and depth to code 3.60ft below grade
a Boring # Boring
✓ Pit Ground Surface elev. 98.70 ft. Depth to limiting factor 96 in. Soil Applcahon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
*Eff#1 *Eff#2
1 0-11 10yr3/2 none sil 2msbk mfr gw 1f .5 .8
2 11-24 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6
3 24-35 7.5yr4/4 none Is osg mvfr cs na .7 1.2
4 35-96 7.5yr4/6 none ms osg ml na .7 1.2
act- qS-
3~ Z-
Boring # Boring
tr Pit Ground Surface elev. 98.70 ft. Depth to limiting factor 96 in. Soil Applicawn Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
"Eff#1 -Eff#2
1 0-10 10yr3/3 none scl 2msbk mfr gw 1 c .4 .6
2 10-16 7.5yr4/4 none sl 2msbk mfr gw 1 f .5 .9
3 16-96 7.5yr4/6 none ms osg ml cs na .7 1.2
Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD5<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, WI 54017 9/11/2002 715-246-5085
Property Owner Sienna Corporation Parcel ID # pending Page 2 of 3
3] Boring # ! Boring
F Pit Ground Surface elev. 95.30 ft. Depth to limiting factor 102 in. Sod Application Rate
se
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E 1 PD/ft Eff#2
1 0-12 10yr3/3 none sl 2msbk mfr gw 1 c .5 .9
2 12-22 7.5yr4/4 none scl 2msbk mfr gw 2f .4 .6
3 22-102 7.5yr4/4 none cos osg mvfr cs na .7 1.6
a g2.3O
❑ Boring # Pit Boring
Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E 1 PD/ftEff#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/ft2
Eff#1 *Eff#2
* Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 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
Page 3 of 3
STEEL'S SOIL SERVICE
David J. Steel 1564 Cty Rd GG
CST-POWTSM Sienna Corporation New Richmond, WI 54017
Lic. # 248956 SWl/4,NE1/4,S 20,T29,R19W (715) 246-6200
Town of Hudson, St. Croix Co. (715) 246-5085
The Glen lot 73
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not 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
1" = 40'
Benchmark El. 100.00Ft
of %2"pvc pipe
• Alt Benchmark E1.99.20Ft
op of V2" pvc pipe
❑ = Borings
Boring Elevations r~
B 1=99.70Ft 1).S.
2 /6 ' 7
B2 =99.70Ft
B3 =95.30Ft
B4 =00.OOFt
Norg 40~- /.rte- g►
83
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