HomeMy WebLinkAboutCST-2020-056 008-1028-30-026RZ
Wisconsin Department of Safety and f'�plsstL. icesIL 1 1)
Division of Industry Services
SOIL EVALUATI Page I ofX
in accordan r with SPS 383, Wis. Adm. Code
Attach complete site plan on dr not�`:Zrence
County ST. C'R(}IX
P P pap tex 11 inctleinsize. Plan mwst
include, but not limited to vertical aM- point (BM), direction and Parcel I.D. Kr}%-f 008 _ I (Q8 - 30 - 02"
percent slope, scale or dimensions, north arrow, and location and distance to nearest road_
Please print all information. Re iewed by Date
Personal information you provide may Ge used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
-111W(2.w
Property Owner Property Location El El
CI IRIS D. WAN( h;.N (Buyer: Keith Tollofson) Govt. Lot ---- SW 114 NW 114 S I() T 28 N R 16 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSMA*
471 C.T.H. BB 41
-- 3C 1 w 71 -, . (PENDIN(J)
City State Tp Code Phone Number aity Q Village • Town Nearest Road
WOODVILLE, I WI 1 54028 1 ( 715) 760 - 1712 IF A I I r. A I I I: I C.T.11. BB
New Construction
71 Replacement
Parent material
General comments
and recommendations
Use El Residential I Number of bedrooms
Public or commercial - Describe-
loess over till
Boring # 11 Boring
Pit
Code derived design flow rate
Flood Plain elevation it applicable
/] Mound System -- 1.67 ft, sand fill -- 0.4c loading rate D R 47
mapped as Skyberg but more like the Amery series that is mappid to the northeast.
C
Ground surface elev. 99.88 It. Depth to limiting factor 17 in.
Soil Anolication Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/fF
'Eff#1
-Eff#2
1
0-10
I0YR2I?
—
sil
3f-ma&shk
mvfr
as
Ivf-t11
0.6
0.8
?
10-17
10YR3.3
—
sil
2fabk
mfr
as
Ivf-f
0.6
0.8
3
17-24
I0YR3/6
Qf T5YR4/(AIOYR62
scl
3fahk
mfr
as
--
0.4
0.6
4
24-33
1OYR3/6
m2d7.;YR4,6&IOYRh2
sl
2fabk
mvfr
-
0_6
1.0
water ohs.(u
33", sitmc Fr
Hnn701`1 3 has 25-30% gr.
Bonng # Boring
If}0.55 16
Pit Ground surface elev_ _ __. _ . _ _ ft. Depth to limiting factor in.
Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD7f?
"Eff#1
I 'Eff#2
1
0-10
IOYR2/2
sil
2f-ma&sbk
mvfr
as
Ivf-m
0.6
(}.8
2
10-16
10YR3/3
sil
31ahk
mvfr
as
Ivf-f
0.6
0.8
3
16-36
10)'R3'6
c2f IQYR466t10YR&
sl
2fahk
mvfr
--
0.6
1.0
Hort on 2 has
kxne gr 1-5%atkl scxne
mixing
W/lots of
woml
holes.
Horizon 3 has
'-5° gr.
Water obs. 0
Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 150 mg1L " Effluent #2 = BOD, < 30 mg/L and TSS < 30 mgrL
CST Name (Please Pnnt) _ CST Number
MARY JO I1UPPERT(I lollister's Soil Testing& Desi n S 71W , 224832
Address Date Evaltisition Cemduc:ted Telephone Number
28497 King Arthur's Court, Danbury, Wl 54830 04 - 07, 2020 715-426-1775
Sill M33o4ROTI?}
Property Owner WAN( EN, Chris (Buyer:Tollofson) Parcel ID # M8 - 1028 - 30 - 025
EBoring �-+ # Boring 100.05
-----
El Pit Ground surface elev,
ft Depth to limiting factor
1 ft
in.
4
Page of
Snit Annlirafinn Rata
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDIff
'Eff#1
I 'Eff#2
1
0-13
10YR2/2
--
sil
3f-ma&sbk
mvrr
as
Ivi-m
0.6
0.8
2
13-18
IOYR3!3
--
sil
3fabk
nivfr
as
lvf-f
0.6
0.8
3
18-20
IOYR3/3
f2f 10YR3/6&IOYR6;2
sil
2fabk
mvfr
as
__
0.6
0.8
4
20-30
1 OYR3i6
f2d IOYR4/6&IOYR612
sl
I fabk
mvfr
--
--
0.4
0.7
one
stone.
I lorizon I has I %., gr.
Water
(ii, 31 ".
Horizon 3 has 10% 8r.
Ilorl7on 4 has 25% gr.
F—I
Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Anoliration Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh
Consistence
Boundary
Roots
GPDIfg
'Eff#1
"Eft#2
Boring #
Boring
u Pit Ground surface elev ft. Depth to limiting factor n
Sal Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh_
Consistence
Boundary
Roots
GPDIff
'Ef1#1
'Eff#2
' Effluent #1 = BOD5 > 30 < 220 mglL and TSS >30 < 150 mgiL
' Effluent #2 = BODS < 30 mglL and TSS < 30 mg/L
°.BU—S4I,.? , I Iis
mot rian
Page -3 of y
PROPERTY OWNER: eAKIS D, WL-n.
blA,. lE1Tt Stt I`L1�SG �..
TCW DF„4 ST GRDiX Qi,( 1 �1�1Si,"�,
tt-F C SM
�R-
wJ
31
location.
5 Are, -.�-
A:1 �*
#0 yW E .
Z7�
(f3Lawt-t FMLb)
1" -- 40 FT.
(emept where noted)
.l = baeh m pit
�M a Top of ► JWDC-4 srAKE
ftSSUl/1 L] 100.00'
/oo•Gej'
Q81
p
-4 ima. os'
/AO• SS'
�4w
7 - I . I,- I �
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