HomeMy WebLinkAbout020-1419-20-000 (2)
Z 1120
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service
County
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and F ( ' 6
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D.
u~ L~~' ndl g ?
Please print all information. R B Date
Personal information you provide may be used for s (Privac Law, s. 15 ^04 (1) (m)). (may ~ o~Q
7-
Property Owner i- ope Location
Sienna Corporation Govt. Lo SW 1/4 NE 114 S 20 T 29 N R 19 W
Property Owner's Mailing Address c s- , Z u dot # Block # Subd. Name or CSM# Z /
4940 Viking Dr, Suite 608 s 66 --tfa The Glen
City State Zip Cod PhoWNumber; ity Village Town Nearest Road
MN 5543 962 4i ~ 'M ` Carmichael Rd.
;0New Construction Use: Y Residential / Number of bedrooms 4 Code derived design flare rate 600 GPD
Replacement Public or commercial - Describe:
Parent material Pitted outwash Flood plain elevation, if applicable na
General comments
and recommendations: System elevation 94.82ft, trenches spaced and depth to code 4-58ft below grade
Boring # Boring
Pit Ground Surface elev. 99.40 ft. Depth to limiting factor 96 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
*Eff#1 *Eff#2
1 0-7 10yr3/3 none sit 2msbk mfr cs 1 c .5 .8
2 7-26 10yr4/4 none sic[ 2msbk mfr gw 1 f .4 .6
3 26-46 7.5yr4/4 none cos osg mvfr cs na .7 1.6
4 (46-9)6 7.5yr4/6 none ms osg ml na na 07 1.2
Boring # Boring
1! Pit Ground Surface elev. 99.40 ft. Depth to limiting factor 115 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2
*Eff#1 *Eff#2
1 0-21 10yr3/3 none sil 2msbk mfr gw 1 c .5 .8
2 2121 10yr4/4 none sicl 2msbk mfr cs 1f .4 .6
3 33-48 7.5yr4/4 none Is osg mvfr cs na .7 1.2
4 48-11 7.5yr4/4 none cos osg mvfr na na C-D7 1.6
ly oa, ~ 51s- X I/
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD - 30 mg/L and TSS <L30 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 5401 9/11/2002 715-246-5085
Property owner Sienna Corporation Parcel ID # pending Page 2 of 3
3] Boring # Boring
✓ Pit Ground Surface elev. 97•~ ft. Depth to limiting factor 115 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM?
*Eff#1 *Eff#2
1 0-18 10yr3/2 none sil 2msbk mfr gw 1 f .5 .8
2 18-43 10yr414 none sicl 2msbk mfr cs 1vf .4 .6
3 43-115 7.5yr4/4 none oc osg mvfr na na U 1.6
to(, a ~s
❑ 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
❑ 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/ft'
*Eff#1 *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 or
Page 3 of 3
STEEL'S SOIL SERVICE
David I 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 66
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
Top of %2"pvc pipe
a = Alt Benchmark E1.100. l OR
Top of V2" pvc pipe
❑ = Borings
Boring Elevations
BI =99.40Ft
B2 =99.40Ft
B3 =97,40Ft
B4 =00.OOFt
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