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1283
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. ~Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. 2(J /
~J
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road.
Please print all information. Review By Date
Personal information you provide may used r EIVE~r acy L s.15.04 (1) (m)).
7R0SAMJI, rty OwTMairing lv Property Location
Govt. Lot na NE 1/4 NE 1/4 S 25 T 29 N R 19 W
rty Owdress Lot # Block # Subd. Name or CSM#
Cty R-Y 27 na Indigo Ponds
City State Z ip City I Village J✓ Town Nearest Road
New RichmWI 715-248-7071 Hudson Highlander Trail
Use: 0Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
0 New Construction
J Replacement J 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 93.45 ft, trenches spaced and depth to code 3.75 ft below grade
Boring # Boring
If Pit Ground Surface elev. 97.20 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPDKF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-4 10yr3/2 none I 2msbk mfr cs 2c .5 .8
2 4-12 10yr3/3 none sil 2msbk mfr gw 1c .5 .8
3 12-30 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6
4 30-36 7.5yr4/4 none scl 2msbk mfr gw na .6 .6
5 36-46 7.5yr4/4 none Is osg mvfr cs na .7 1.2
6 46-96 7.5yr4/6 none ms osg ml na na .7 1.2
Boring # J Boring
1/ 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 *E 1 PDKt2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-4 10yr2/1 none I 2msbk mfr cs 1 c .5 .8
2 4-12 10yr3/4 none sl 2msbk mfr gw 1c .5 .9
3 12-24 10yr4/4 none scl 2msbk mfr gw if .4 .6
4 24-36 7.5yr6/4 none sicl 2msbk mfr gw na .4 .6
5 36-54 7.5yr4/4 none sl 2msbk mfr cs na .5 .9
6 t54-1122]00 7.5yr4/6 none cos osg mvfr na na .7 1.6
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
CST Name (Please Print) ignature: CST Number
David J. Steel 248956
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.LC Parcel ID # Pending Page 2 of 3
r
3] Boring # Boring 120 in.
~I Pit Ground Surface elev. 89.90 ft- Depth to limiting factor Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots +Eff#1 P +Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-4 10yr2/1 none I 2msbk mfr cs 1c .5 .8
2 4-12 10yr3/4 none sil 2msbk mfr gw 1 c .5 .8
3 12-20 10yr4/4 none sicl 2msbk mfr gw na .4 .6
4 20-30 7.5yr4/4 none scl 2msbk mfr gw na .4 .6
5 30-45 7.5yr4/4 none sl 2msbk mfr gw na .5 .9
6 45-120 7.5yr4/6 none cos osg ml na na .7 1.6
COS <35% coarse fragments = 36" &
❑ Boring # J Boring >35% - <60% = 60" below system
in. Soil Application Rate
Pit
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots +Eff#1 D +Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
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 D 'Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L + Effluent #2 = BOD5 -S.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,Wl 54017
Lic. #248956 SEl/4,NE1/4,S25,T29N,R19W Bus.(715) 246-6200
Town of Hudson, St. Croix Co. Fax.(715) 246-9372
Indigo Ponds Lot 27
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' I"
♦ =Benchmark Ve. 100.00Ft
Top of 1/2" pvc pipe
Z ~ 4- • = Alt Benchmark Ele. 100.1OR
-Zd Top of 1/2" pvc pipe
~f S
C1 = Borings
Z 7 /,oV Boring Elevations
B 1 = 97.20Ft
B2 = 97.20Ft
B3 = 89.9OFt
B4 = OO.OOFt
~i
3
~ o
~-3
S/ rO
z`
I _
r • . ! P r - - 95.07'
r' ✓ i o~ f : i 2
R=80` f / 87129 S.,.
29~•`' l / t 2000 AC.)
4-1
' gam,:
r I Y
506,02 NO' N / c
' ~ 188.1"-`7"C~ ~ f ~ ~ j '
26
S.F.j . /
102593
(2.355 AC.) ff ' f (1.023 AC. N.B.P.A.u
a6 S~F.
- / I 2.266 AC , iw._ J►: K - ' '1~ F
(1.635 At. N.B.P.A.
x.06' 75.10r%~t 1
C.) ` ~1 ~St sue' nor i ( 0~ X`/~n /
B.P.A.) 1 - \ 1 i - Q^. ✓ ; .
~ ;
OD,
se .2
• ' 109074 F, .t
_ (2.504 (2.504 AC.)
87180 S.F 2 AC. N,B.P,A.
q (2.001 AC.)
f j(1.063 AC. NAPA
OOK
• fig.
-X7.537 S.F. - ~NN ►'rI<
`>cn~ (2.010 AC.) \ \ O.
50
J (1.087 AC. N.B.P.A.) t py
c .4
419.41 - 143.73,' `-Q~
;109$00 SF.
. • , r= 59.57 I,flA,
' '(2.521 AC,) r i' ,