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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
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 dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 0 0 - b
Please prim rsed J Re ewed By Date
Personal information you provide may be 5.04 (1) (m)). fir! D
Property Owner Property Location
ROSAMJI, L L.C MAY 13 2003 Govt. Lot na NW 1/4 NE 1/4 S 25 T 29 N R 19 W
Property Owner's Mailing Address Lot Block # Subd. Name or CSM#
2141 Cty Rd. C ST. CRC)IX COUNT 12 na Indigo Ponds
City State ip r City _J Village Jy Town Nearest Road
New Richmond WI 54017 715-248-7071 Hudson Prairie Meadows Drive
V New Construction Use: 0 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
I Replacement J Public or commercial - Describe:na
Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable n .
General comments . I
and recommendations: system elevation 97.10 ft, trenches spaced and depth to code 6.00 below grade " ,7 0,1 I C`441
~
M Boring # I Boring
0Pit Ground Surface elev. 103.10 ft. Depth to limiting factor 120 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
1 0-5 10yr2/1 none I 2msbk mfr gw 2c .5 .8
2 5-14 10yr2/2 none sil 2msbk mfr gw 2c .5 .8
3 14-24 7.5yr4/4 none scl 2msbk mfr cs na .4 .6
4 24-120 7.5yr4/6 none cos osg mvfr na na .7 1.6
✓yi ~a ~ s-~
- -s--ea-
F2 ] ~r
Boring # I Boring
0 Pit Ground Surface elev. 97.65 ft. Depth to limiting factor 96 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 0-5 10yr2/1 none I 2msbk mfr cs 2c .5 .8
I
2 5-24 10yr4/4 none sl 1 csbk mfr gw 1 c .5 .9
3 24-48 7.5yr4/4 none SCIAS 2msbk mfr gw na .4 .6
4 48-96 7.5yr4/6 none Is osg mvfr na na .7 1.2
L
Effluent #1 = BOD? 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) Signatur : CST Number
David J. Steel _ 248956
Address Steel Soil Service Date Evaluation Conducted Telephone Number
5/8/2003 715-246-5085
1564 CR GG, New Richmond, WI 54017
Property Owner ROSAMJI, L.L.C Parcel ID # pending Page 2 of 3
3 ] Boring # Boring
Pit Ground Surface elev. 97.65 ft. Depth to limiting factor 110 in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-6 10yr2/1 none I 2msbk mfr gw 2.8
2 6-24 10yr3/2 none sl 1 csbk mfr gw .6
3 24-60 10yr4/4 none scl 2msbk mfr gw .6
4 60-120 7.5yr4/4 none Is osg mvfr na na .7 1.2
10yr6/4 silt lems at 72", 4" in diameter
F-1 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/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 Boring # J 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 GPD1fF
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 1564 Cty Rd GG
CST-POWTSM ROSAMJI, L.L.C. New Richmond,WI 54017
Lic. #248956 NW1/4,NE1/4,S25,T29N,R19W Bus.(715) 246-6200
Town of Hudson, St. Croix Co. Fax.(715) 246-9372
Indigo Ponds Lot 12
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.OOFt
Top of 1/2" pvc pipe
• = Alt Benchmark Ele. 99.40Ft
Top of 1/2" pvc pipe
= Borings
!fir Y Boring Elevations BI = t
B2 = 97 65Ft
-YD '37 B3 = 97.65Ft
B4 = OO.OOFt
576
7 r
is
lb
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~r
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.87123S~. o°o- -
r i --(2.000 AC.)
(1.406 AC. N.B.P.A.) _N o _
L 97854 S.F c ^ ' ,
INV
(2.246 AC.)' - I'i' ,
(1.002 AC. N.B.P.A.)
i
.
~oll ?sow
871''
(2.00
i • '1 i - (1.152 A
90398 S,F.,
(2.075 AQ)
197744 SF. s G, (1.000 AC. f
a+ .a N.B.P.A.)r
l ~ (2.244 AC.), (1.058 AC. N...A.~ s o Q r
F
t
. -94891 S.F r j
' (2178 AC-)
f `~~30i- (;.000 AC. N.B.P.A.)
*25
x- CID
.lap
(3.071 AC.
142 AC. N.B.P.A.} f t
. / ' • ' moo. ~095!`~ '''jam/ -J- ~ _