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1268
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
St. Croix
,F~
Attach complete site plan on paper not less than 8'/Z x 11 inches in size. Plan must parcel I.D. ~J Z~~ 3~1~C~ U
include, but not limited to: vertical and horizontal reference point (BM), dirediioonand road. v
percent slope, scale or dimemsio Date
Please Ttr!,dary all 1111,161 M ► Revie d By
Personal information you provide purposes (Privacy , s. 15.04 (1) (m)).
Property Location
Govt. Lot na SE 1/4 NE 1/4 S 25 T 29 N R 19 W
Lot # Block # Subd. Name or CSM#
FROSAMM, rty O7Rd
rty Oing Address ZONING OFFICE 33 na Indigo Ponds
Road
Cty J City Village Town Nearest
City State Zip Code Phone Number -j Highlander Trail
WI 54017 715-248-7071 Hudson
New Richmond GPD
Code derived design flow rate 600
Use: Residential / Number of bedrooms 4
4►' New Construction &#l I Replacement I Public or commercial - Describe:
na
Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable
General comments
and recommendations: mound design, system elevation 98.50 ft, based on contour line 97.50
Boring # -I Boring li catio n Rate
1/ Pit Ground Surface elev. 98.40 ft. Depth to limiting factor 41 in. * Soil A Appli n Rate
Horizon Depth Dominant Color Redox Description Texture Structure Sh. Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. 1 c 5 8
1 0-5 10yr2/1 none sl 2msbk mfr
2 5-24 7.5yr4/4 none scl 2msbk mfr gw 1 c .4 .6 3 24-41 7.5yr4/4 .5 .9
none sl 2msbk mfr gw na
0
mfr CIS na .0
4 41-58 10yr8/2 c2d7.5yr5/6 sicl om 7 1.6
none cos osg ml na na
5 58-130 7.5yr4/6 ii
COS <35% coarse fragments = 36" &
>35% - <60% = 60" below system
Boring # I Boring on Rate
0 Pit Ground Surface elev. 98.40 ft. Depth to limiting factor 24 in. Roots * Soil Eff#1 PD Applicati~on Rat
Structure e
Horizon Depth Dominant M nsell°lor QuRedox Description . Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary in. .8
2msbk mfr gw 1c •5
1 0_9 10yr2/1 none I
mfr gw 1 c .5 .9
2 9-24 10yr3/3 none sl 2msbk
gw na .5 .9
3 244 7.5yr4/4 c2d7.5yr5/6 sl 2msbk mfr .0
om mfr na na .0
4 44-96 10yr8/2 c2d7.5yr5/6 sicl
* Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
tDavid nt #1 BOD> 30 < 220 mg/L and TSS >30 < 150 mg/L ST Number
7175
Signature: 248956
(PePrint)
teeDate Evaluation Conducted Telephone Number
Address Steel Soil Service 5/1/2003 715-246-5085
1564 CR GG, New Richmond, WI 54017
Odin Page 2 of 3
Property Owner ROSAMJI, L.L.C Parcel ID # Pe g
Boring # 0 Boring Pit Ground Surface elev. 94.70 ft. Depure th to limiting factor 72 in. Soil Application Rate Horizon Depth TDominant Redox
Description Texture Gr. Sz Sh. Consistence Boundary Roots *Eff#1 PD *Eff#2
in. Qu. Sz. Cont. Color
2msbk mfr cs 1 c .5 .8
1 0-5 none
sl 2msbk mfr gw 1 c .5 .9
2 5-54 none
cos osg mvfr gw na .7 1.6
3 54.72 7.5yr4/4 none
sicl om mfr na na .0 .0
4 72-96 10yr8/2 c2d7.5yr5/6
❑ Boring # Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
PD/f
Horizon Depth Dominant Color Redox Description Texture GrStructure . Sz. Sh. Consistence Boundary Roots *Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color
F-1 Boring # J Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Gr. Structure - z. Sh. Consistence Boundary Roots *Eff#1 PD *Eff#2
in. Munsell Qu. Sz. Cont. Color
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 -S.30 mg/L and TSS -S-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 SEI/4,NE1/4,S25,T29N,R19W Bus.(715) 246-6200
Town of Hudson, St. Croix Co. Fax.(715) 246-9372
Indigo Ponds Lot 33
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 MOOR
Top of 1/2" pvc pipe
• = Alt Benchmark Ele. 100.30Ft
Top of 1/2" pvc pipe
❑ = Borings ~J
Boring Elevations
B 1 = 98.40Ft
B2 = 98.4017t
q4 B3 = 94.70Ft
XB4 = OO.OOFt
lprl W ~
t I gig
z' ?
91
Rof3
Ao"
2
-50 IV f/ 1:
iso , 30
!92759 S.F.~ r , o o'
tN (2.129 AC.)-- -
--tool AC. N.B.P.A.)
00
Fri i 0
%
VO)
~ j ; ? W Art `N ~ ' . ~ ~ ~ ~ f, ~ ~ c
at i 111.14 ; -A~. 'i ! r `/i"' W ~ c
OD tLl 3:-0
0 L:
949 ' S.F, f / eW L
(2.088 AC.) a
(1.243 AC. N.B.P.A. o~Z
ZWN` y0z
0. V)
WZC4
DRA
co_
x=;33- ; o SO.
' • sgp►/ ' _ _ Y 72~5 S. F. - - - / `f Di
50' . (2.002 AC.) / 2/
op f (1.139 AC. N.B.P.A.) i
nor ~ j
RE=V
Q w\~s - N - - 2 20 03 B
3 25 03 P
cc - 4/29/03 P
(2.284 AC.), ✓
,(1.607 AC. N.B.P.A.) BOON
89294 S.F.
% - / s`' ; \ (1050 Ac3 CON I
'(1.267 AC N '.B.)
Z < r', 21 t FY
H.W. CAI
/40 ~ /`N• 21(
r l r `r J 306 s
1 ' ' , ; ' , (0.525 Ac.) a
/F- i-c
U TLOT ;novi PROJ
i /TO BE DEDICATED 1~10 N Z N 2.
J ONPROFIT CORPORATION
FOR OPEN SPACE, HIKING. . ~ FILE
AND FISHING 1-c
p0 • 'S2 73 - •
SOUTH UNE OF THE NORTHEAST J
:I --QUARTER SEC. 25. T. 29 N., R. 19 W.~
SHEEI
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