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Wijconsin'Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
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 L T /.;4-—0y1_0(,
Please print all it o -1 0, - .-' °—'
+ / Revi ed By Date
Personal information you provide may be used -sndary i ii,.-(- y s:15.04(1)((n)). 440717
Property Owner \ Property Location
Residential Development, Inc. r J J U L 6 °0�ovt.Lott na NW 1/4 SE 1l4 S 19 T 30 N R 19 W
Property Owner's Mailing Address Lot# 1 Block# Subd.Name or CSM#
8929 Aztec Dr. ! "` ' ih`.:r1r" ` 4 na St.Croix National Southern Estates
City State Zip Cod�hene+umber- "--- ity J Village a Town Nearest Road /S3,- d A
Eden Prairie 1 MN 1 553471 952-934-6238 Somerset 1 39 y ety'Rd-V
New Construction Use: I 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 95.95ft.Trenches spaced and depth to code 3.75ft below grade. 0,6
rill
Boring# J Boring
el Pit Ground Surface elev. 99.20 ft. Depth to limiting factor 110 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description I Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu.Sz.Cont.Color I Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-7 10yr3/1 none sil 2msbk mfr cs if .6 8
2 7-20 10yr4/4 none scl 2msbk mfr cs na .4 .6
3 20-44 7.5yr4/4 none sl 2msbk mfr gw na(..---.6 1.0
4 44-110 7.5yr4/6 none sills 2msbk mfr na na .66 1.0
2 Boring#
___I
Boring
M" Pit Ground Surface elev. 99.20 ft. Depth to limiting factor 110 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 0-8 10yr3/1 none sil 2msbk mfr cs if .6 8
2 8-27 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 27-32 7.5yr4/4 none sl 2msbk mfr gw na /.6 1.0
4 32-54 7.5yr4/6 none sills 2msbk mfr gw na C 6 J 1.0
5 54-110 7.5yr4/6 none Is osg mvfr na na .7 1.6
1
*Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 e *Effluent#2=BOD <30 mg/L and TSS<30 mg/L
5— — r
CST Name(Please Print) / Sign.ture• OleI� CST Number
David J. Steel 248956
Address Steel's Soil Service Inc. Date Evaluation Conducted Telephone Number
q4 L( thSr a.,//w/hcc�i ,51,40,02_ 7/14/2004 715.44'4-5ES'
•
Property Owner Residential Development,Inc. Parcel ID# Pending Page 2 of 3
• 3 Boring# Boring
1I Pit Ground Surface elev. 94.00 ft. Depth to limiting factor 110 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 0-13 10yr3/2 none sil 2msbk mfr cs 1c .6 8
2 13-36 10yr4/4 none sicl 2msbk mfr gw If .4 .6
3 36-54 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0
4 54-110 7.5yr4/6 none sills 2msbk mfr na na 3 1.0
Boring# I 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
_,_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/ft2
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 200th St.
CST-POWTSM Residential Development, Inc. Baldwin, WI 54002 4
Lic. #248956 NW1/4,SE1/4,S18,T3ON,R14W Bus.(715) 684-5680
Town of Somerset,St.Croix Co. Fax.(715) 684-3449
St. Croix National Southern Estates,Lot 4
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 perman•nt lot lines were not established at
the time the soil test was conducted. Legend
"=40'
F�` ♦ enchm. le. 100.00Ft
75` 'rF Top of 3/4"pvc pip N
•=Alt Benchmark Ele. ''.80Ft
a. Top of 3/4"pvc pipe
k,7 ❑ =Borings
4_2/,
{- Boring Elevations � 1-/ A Zy'
B l =99.20Ft
B2=99.20Ft
�`, 9q Z�� B3=94.00Ft !34&
B4=00.00't is
C
Nfili
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