HomeMy WebLinkAbout032-2172-11-000 (2) a
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
r Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Steel's Soil Service Inc.
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
percent slope,scale or dimemsions,north arrow,and location and distance to nearest road. Parcel I.D. 0 3)•. -7). —//' ;
Please print 4 i , 1'1--..
Rev" ed B Date
Personal information you provide may be �� ( �,s.15. (1)(m)). � i ��/ O `
�`, /
Property Owner i, Pr perty Location
Residential Development, Inc. UL 1 6 2004 G .Lot na NW1/4 SE 1/4 5 18 T 30 NR 19 W
Property Owner's Mailing Address L # Block# Subd.Name or CSM#
8929 Aztec Dr. ''1 "i-W,/CC'_"'■ 11 na St.Croix National Southern Estates
City State Zip j City _j Village a Town Nearest Road
Eden Prairie 1 MN 1 553471 952-934-6238 Somerset I Cty Rd V
New Construction Use: e Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD
_j Replacement j Public or commercial-Describe:
Parent material Knolls of pitted outwash Flood plain elevation,if applicable na
General comments
and recommendations: Conventional system,system elevation 105.68ft.Trenches spaced and depth to code 5.42ft below grade.
of 8/ et_ $z ck ca4t,L.e_ 411/4 0.7,E 133
1 Boring# _..j Boring
j Pit Ground Surface elev. 111.10 ft. Depth to limiting factor 120 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
1 0-24 10yr3/2 none sl 2msbk mfr cs lvf .6 1.0
2 24-36 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 36 21 7.5yr4/6 none ms osg ml na na .7 1.6
44
11
..
2 Boring# . Boring
e Pit Ground Surface elev. 111.10 ft. Depth to limiting factor 120 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
1 0-9 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8
2 9-29 10yr4/4 none si 2msbk mfr cs na .4 .6
3 9-120 7.5yr4/6 none cos osg ml na na .7 1.6
Effluent#1 =BOD5>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's Soil Inc.. Date Evaluation Conducted Telepho a Number
e c1 c�pr�. 5/`Inc.,—, wih. t4)/ Z 7/14/2004 715- 6, .6-666
i
Property Owner Residential Development,Inc. Parcel ID# Pending Page 2 of 3
3 Boring# Boring
• id Pit Ground Surface elev. 106.00 ft. Depth to limiting factor 120 in. Soil Application Rate I
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-23 10yr3/1 none sil 2msbk mfr cs If .6 .8
2 23-5( 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 57-120 7.5yr4/6
none )
cos osg ml na na .7 1.6
Boring# ___j Boring
_f 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
Boring#
___J
Boring
„J 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'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
*Effluent#1 =BOD5>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
need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777.
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 994 200`h St.
CST-POWTSM Residential Development, Inc. Baldwin, WI 54002
Lic.#248956 NW1/4,SE1/4,S18,T30N,R11w Bus.(715) 684-5680
Town of Somerset,St.Croix Co. Fax.(715) 684-3449
St. Croix National Southern Estates,Lot 11
This soil evaluation was conducted to satisfy a zoning requirement,it may or may not be suitable for your
use. The location of this 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 Ele. 100.00Ft
Top of 3/4"pvc pipe
I •=Alt Benchmark Ele. 100.40Ft
Top of 3/4"pvc pipe
C=Borings
A Boring Elevations
B1 = 111.10Ft
B2=111.10Ft
B3=106.00Ft
B4=00.00Ft
/461
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