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Id -
1305
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 I.D. O G~
bndaeeatiea Barest road. 2
percent slope, scale or dimensions, parcel
Please pri t all ~~~~1! E D eviewe Date
Personal information you provide may used for secondary purposes (Privacy taw, 15.04 (1) (m)).
Property Owner 3 2003 Property Location
ROSAMJI, L.L.C Govt. Lot na SE 1/4 SE 1/4 S 25 T 29 N R 19 W
Property Owner's Mailing Address ~ONINGOFFICE Lot# Block# Subd.NameorCSM#
2141 Cty Rd. C 15 na Indigo Ponds
city State Zip Code Phone Number J City _f Village V Town Nearest Road
New Richmond WI 54017 715-248-7071 Hudson Sumac Trail
t/ New Construction Use: yJ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
J Replacement I Public or commercial - Describe:na
Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable na
General comments
and recommendations: system elevation 93.50 ft, trenches spaced and depth to code 4.50 ft below grade 3, ~ 0,
.L3 Z
Boring # i Boring
J✓ Pit Ground Surface elev. 98.00 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E ; PD Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-5 10yr3/2 none I 2msbk mfr cs 2c .5 .8
2 5-30 10yr4/4 none Is osg mvfr gw 1 c .7 1.2
3 30-96 7.5yr4/6 none SIAS 2msbk mfr na na .5 .9
Boring # Boring
i/ Pit Ground Surface elev. 98.00 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots * E GPD/ft' Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-4 10yr3/2 none I 2msbk mfr cs 2c .5 .8
2 4-24 10yr4/4 none sl 2msbk mfr gw 1 c .7 .6
3 24-96 7.5yr4/4 none sl/Is 2msbk mfr na na .5 .9
" 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) ature: CST Number
David J. Steel 248956
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 5/8/2003 715-246-5085
Property Owner ROSAMJI, L.L.C Parcel ID # pending Page 2 of 3
3 ] Boring # J Boring
F
1J/ Pit Ground Surface elev. 93.55 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-4 10yr3/2 none I 2msbk mfr gw 1 C .5 .8
2 4-24 10yr4/4 none sl 2msbk mfr gw 1f .4 .6
3 24 - q 7.5yr4/4 none sl 1 esbk mvfr gw na .4 .6
4 44-96 7.5yr4/4 none sl/Is 2msbk mfr na na .5 .9
❑ 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 PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS> 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 SE1/4,SEl/4,S25,T29N,R19W Bus.(715) 246-6200
Town of Hudson, St. Croix Co. Fax.(715) 246-9372
Indigo Ponds Lot 15
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 N
Top of 1/2" pvc pipe
• = Alt Benchmark Ele. 99.85Ft
Top of 1/2" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 98.OOFt
B2 = 98.OOFt
B3 = 93.55Ft
B4 = OO.OOFt
l/J A.
a
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41 go
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S89'5SW 965.2S)-f
Tr f 89°56'47"W 961.841 _
i•
0.26 FEET WEST
. f- O OF PROM r Luo") <
l t • LOT .
n~`~~' /22692 S.F~ J ao WO+o
II r I (5.158 AC.) `SOUTH LI • r i e- O
(2.136 AC. N.B.P.A.) . ,----,S,(WTHEAST QUARTER SEC.
24. T. 29 N., R. 19 W.
f r` f - fY r
N8T053'05'W, 26.46.94' r Z ,
/N .:UN
!r f r t . ? f 1 NORTHEAST OUARTER C.
25. T. 29 N. R. 19 WSE (
O
! ! - -,(1.000 AC
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a ' ' t ~ ,ham/ ' - ~ ' ~ O
7f• , , ' -"890" 943 S.F.
/ . ` i r/ > (2.019 AC.) %
049 1.456 AC. N.B.P.A.) v~
'87121 S.F.
(2.000 AC.)(
/
' ,(1.152 AC. N.B.P.A.) x• v/ /
AT 4h,
! 1 I ! 1; ,81121 S.F.,/.!
/ / (2.000 AO ,
~(L581 AC. N.B.P.A.) / J
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wo 17
90398" SvF..'
(2.075 AC.) j' ' f ✓
(1.000 AC. N.B.P.A.)
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