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1282
SOIL EVALUATION REPORT Page 1 of 3
' Wisconsin Department of Commerce Steel Soil Service
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must St. !CJ~r~~oix~~
include, but not limited to: vertical and horizontal reference point (BM), direction and f~"+Ofy-
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Please p a 09 Revie ed B Date
I[
Personal information you provide may used for secondary purposes (Privacy Law, . 15.04 (1) (m)).
Property Owner Property Location
ROSAMJI, L.L.C MAY 1 3 2003 Govt. Lot na SE 1/4 NE 1/4 S 25 T 29 N R 19 W
Property Owner's Mailing Address ST CI OjX COUNTY Lot # Block # Subd. Name or CSM#
2141 Cty Rd. C SING OFFICE 29 na Indigo Ponds
City State a one umber _f City _f Village e Town Nearest Road
New Richmond WI 54017 715-248-7071 Hudson Highlander Trail
0 New Construction Use: Gel Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
I Replacement _j Public or commercial - Describe:
Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable na
General comments
and recommendations: system elevation 92.70 ft, trenches spaced and depth to code 4.50 ft below grade
Boring # J Boring
Pit Ground Surface elev. 97.20 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots -Eff#f GPD/ft2Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-4 10yr2/1 none I 2msbk mfr cs 2c .5 .8
2 4-20 10yr3/4 none sl 2msbk mfr gw 1 c .5 .9
3 20-40 7.5yr4/4 none set 2msbk mfr gw na .4 .6
4 40-54 7.5yr4/4 none sl 2msbk mfr cs na .5 .9
5 54-120 7.5yr4/6 none cos/ms osg ml na na .7 1.6
stratified layer in Horizon 5
Boring # 0 Boring
Pit Ground Surface elev. 97.20 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *EfI# 1 PDKt2E
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-4 10yr2/1 none I 2msbk mfr gw 2c .5 .8
2 4-14 10yr3/4 none sl 2msbk mfr gw 1c .5 •9
3 14-30 7.5yr4/4 none scl 2msbk mfr gw 1f .4 .6
4 30-48 7.5yr4/4 none Is osg mvfr cs na .7 12
5 48-120 7.5yr4/6 none cos osg ml na na .7 1.6
L COS <35% coarse fragments = 36" &
>35% - <60% = 60" below system
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 <30 mg/L and TSS S30 mg/L
nature:
CST Name (Please Print) CST Number
g / 248956
David J. Steel
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 5/3/2003 715-246-5085
Property Owner ROSAMJI, L.L.C Parcel ID # pending Page 2 of 3
3] Boring # Boring
Pit Ground Surface elev. 89.90 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-5 10yr2/1 none I 2msbk mfr gw 1 c .5 .8
2 5-18 10yr3/4 none sl 2msbk mfr gw 1 c .5 .9
3 18-38 7.5yr4/4 none scl 2msbk mfr gw na .4 .6
4 38-53 7.5yr4/4 none sl 2msbk mfr cs na .5 .9
5 53-120 7.5yr4/6 none cos/mS osg ml na na .7 1.2
stratified layer in Horizon 5
F-1 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 P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *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 PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#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
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 ROSAMR, L.L.C. New Richmond,WI 54017
Lic. #248956 SE1/4,NE1/4,S25,T29N,R19W Bus.(715) 246-6200
Town of Hudson, St. Croix Co. Fax.(715) 246-9372
Indigo Ponds Lot 29
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. I OO.OOFt
Top of 1/2" pvc pipe
• = Alt Benchmark Ele. 100.50Ft
Top of 1/2" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 97.20Ft
B2 = 97.2OFt
B3 = 89.90Ft
B4 = OO.OOFt
° may' ► . 3s` oY y/
l~~ R ti ~f Ai /Le-
23 7 r
952 y A-
~F v 33 1q4 ~o sloes
3 =3-~3
-V..537 SK
50 (2.010 AC.)-.~
N (1.087 AC. N.B.P.A.) 00
41 .41
f-V
59.57' A,, I ;r f-- o
I .,o
LPA 'A
J!j ~ • i
(2.024 AG) o
i
PL4
l/ Y
f - I 0
50
30
92759 S.F.'
(2.129 AC.)-,
~i
1.001 AC. N.B.P.A.
1 ff
r
7
L
ttt ~ ~t / W CL 0
`x-31°.: 49 lee o
-\?a9 r (2.088 AC.) !
~tF pQ i 61.243 AC. NA.P.A. ; ~8 .
w U)
SBL
7216
. y
80 50
\
or 2002 AC. ,
(1.139 AC. N.B.P.A.) - 2
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