HomeMy WebLinkAbout004-1013-30-400 (2)VYiscorrsin Department of Commence
Division of Safety and Buildings
SOIL EVALUATION REPORT
Page 1 11
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Attach complete site plan on paper not less than B 112 x 11 inches in size. Plan must
Paine! I.D. (Pe d' )
include, but not smiled to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimdistance to north arrow, and location and distanto nearest road.
6D C. - 3 - 30
Date
Please print all information.
Personal Womwffon you provide may be used for secondary proposes (Privacy Law, s. 15.04 (1) (m)).
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Property Owner R E I V E D
P
Location , q10 C- p
K(JRT AND ELIZABETH C ISTENS
Go
t. Lot --- NW 114 SW 114 S 6 T 28 N R 15 E (or) W
Property Owner's Mailing Address
Lot
0
1 Block 0Surd.
Name or It l Q
677 Benoy Driv t b 1 2064
=
� <rmj% l/ (Pen eng) 0 %
ll
City State Zip Code Phone Number
wiage • Town Nearest Road
Hudson, WI 016 54( 7 B- -, ' I -)` v
270th Street
nNew Gonslrudion UseEj Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Repiaoernent Public or ctim "al - Describe:
Parent material i outwas till dVC'K t Plain elevation rfappicable R.
General eamnents g/17 A 141A !T o Mound System -- l.a ft sand fill - 0.5 loading rate
and ref�ortwneredatior►s:
and dam, 8 tA
r �a�r,'��+id ant,,.- �/eLfn .
,
BorM
Boring s Q Pit Ground surface eiev. 101.55 ft. Depth to uniting facW 2.5 in.
Soil ication Rate
Horizon
Depth
Dominant Color
Redox Description
Texture
Strucbse
Cortsisten a
Boundary
Roots
GPLNfF
'Eff#1
'Efl*2
in.
Munsell
Qu_ Sz- Con* Color
Gr, Sz. Sh.
I
OA
IOYR2/2
-
1
3f--mgr
mvfr
cb
3vf-co
0.5
0.8
2
4-9
1aYR2/2
-
I
2f-mabk
mfr
ci
2vf-m
0.5
0.8
3
9-14
t0YR3/2
-
sit
2f-mabk
mfr
cw
2vf-m
0.5
0.8
4
14-25
i0YR3/4
_
set
If--mabk
mfi
as
Ivf-m
0.2
03
5
25-31
10YR3/4
c2f IOYR4r6
set
m
mefi
cw
I of-m
0.0
0.0
6
31-45--
(Horizon 4
has scene gavel, Horizon 6
has some
I OYR7/3 s.)
2 ] F t3orireg * ❑ Boring 90.15 Sul" e-- �6 ! 26
Pit Ground surface e;ev. ft. Depth to limiting factor in. Aeit AnNwAtinn Rate
Horizon
Depth
in.
Dominant CoW
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz" Sh.
Consistence
Boundary
Roots
GPDtfF
"Eff#i
-Eff#2
1
0-4
1OYR2/2
_
I
3f-mgr
mvfr
cb
3vf-m
0.5
0.8
2
4-13
10YR2/2
-
I
2f-mabk
mfr
ci
2vf=m
0.5
0.8
3
13-20
l0YR.3/2
-
sit
2f-mabk
mfr
cs
2vf-m
0.5
0.8
—
4
20-26
10YR3/4
-
sit
If--mabk
mfr
ab
ivf--m
0.2
0.3
5
26-30
1 OYR3/4
set
m
m fi
aw
I of--m
0.0
0.0
6
30-
Effluent *1 = Boo > 30 Pease < 220 mg/L and TSS >30 < 150 mg/L ' l:Muent Au = UUU < sll mcyL ana ati � au Ingram
CST Name ase Print) A Signature / CST Number
Mary ]o Hollister ) %1 &,-,- 224832
Address Date Evaluation Telephone Number
W9875 690th Avenue, River Falls, WI 54022 02 - 05 - 04 (715) 426 - 1775
Mj
Property Owner CHRISTENSEN, Kurt & Elizabeth
1 1 Boring # Bonn9 CL 92.60
P. oar Ground surface eiev.
Paroel ID #
ft. Depth to limiting factor 36 in.
Page 2 of 3
Soli Appliptian Rate
Dorrrnant color
MunseN
IOYR2/2
Redox Description
Qu. Sz. Cont- Color
—
Te t re 1
I
Structure
Gr. Sz. Sh.
3f-mgr
Consistence
mvfr
Boundary
ci
Roots
3vf-co
GPD1fP
Horizon
Depth
in.
0-5
'Eff#1
0.5
'Eff#2
0.8
1
2
5-14
14-25
10Y1{2�
iOYR3/4
—
—
l
sl
2f-mabk
2f-msbk
mfr
mfr
ai
cb
2vf-m
2vf-m
0.5
0.5
0.8
0.9
3
4
25-36
IOYR3/6
--
fs 7
Osg
ml
ew
Ivf-m
0.5
0.9
5
36-72
IOYR3/4
fLf 10YR4/6
tills
ma
mfi
cw
6
72_
_
--
is
--
—
-
-
Boring #LJ Bm
Pit Groundsurface elev. ft. Depth to limiting Factor Soo ication Rate
Flonzon I Depth Dominant color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munseli Qu. Sz Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
Boring
LIBoring # Ground surface elev. ft. Depth to limiting factor in.
Pit Soil ication Rate
Boring
LIBoring # Ground surface elev. ft. Depth to limiting factor in.
Pit Soil ication Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu, Sz Conn color
Texture
St uciime
Gr. Sz. Sh.
Consistenoe
Boundary
Roots
GPDflf=
'Eff#1
'Eff#2
Efffuerd #1 W BOD, > 3o � 22o mg/L and TSS >30 < 150 mWL. - Effluent #2 = BOO, c 3o nxy'L. and TSS < 30 nxA
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