HomeMy WebLinkAbout002-1043-60-400Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page.__I-_ of ___3-_
--oivisida of Saalety and Buildings in accord with Comm 83.05, W is. Adm. Code A.C.E. Soil & Site Evaluations
Attach complete site plan on paper not less than 8'/2 x 11 inches in size P#an must County
include, but not limited to: vertical and horizontat reference point (BM), direction and St. Croix
percent slope, scale or dimernsions, north arrow. and location and distance to nearest road. Parc;6 I D #
APPLICANT INFORMATION - Please prig all information. Reviewe'd B Date/
Personal information you provide may be used for secondw Pi"` ses (Pri Law, s. 15.04 (1) (m)). Ate- q /�e9c
Property Owner r: Q ,i C , Properi�r Ocatian ll4 Il4 S 19 T 29 N,R 16 W
..
Don & Sharon Dykhouse — ( Govt. Lot. -- Prop" Owner's Mailing Address rl : i fqO ,Lot # Block # I Subd. Name ar C
f358 220th Strut �S
- -�0�`5
Village NTown Nearest Road
�dy _ State Zip Code phoneNum r� City ; Baldwin , 220Th Street
Baldwin W 1 54002 7 t 5-68 3 4- 'r
New Construction use Residential l Numberof bedrooms: ' 34 DAddition to existing building
[] Replacement Public or commercial describe
5100 Recommended design loading rate 0 ed gpolft' 3 ✓trench, gptllft'
Code Derived daily flow 9Pd g g
Basal area required bed, ft' 0 trench, f? Maximum design loading rate 0 -Bed, gpolft' .3 ,trench, gpolft'
Recommended infiltration surface elevation(s) 104.5' at 12" above 103.50' contour, ft (as referred to site plan benchmark)
G
Additional design i site considerations
Flood
Parent material Glacial Till ood lain elevation, if a icable NA ft
Conventional Mound In -Ground Pressure AT -Grade j System in Fill Holding Tank
S--Suitable for system S E D 1 ❑ S n 0 1_71 S H u
U=Unsuitable for system S:; u S- u 1 I j S:: v
SOIL DESCRIPTION REPORT
Depth ! Dominant Color Mottles Structure
� DlfN
Texture Consistence! Boundary Roots - ---- -
in.
MunsO Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
0-9 10yr3/3 None sl I 2fct a�s2
2f I 05 0.6
-15 7.5 4/6 None sl 2fsbk 0 6yr 5-27 10yr4/6 None sl 2msbk 0_- 4 27-42 7.Syr4/6 None qb
0.5
-- -- --- -- _ - rti -
l
t� 64
0`�
Boring#
1
Ground
elev
104.28 ft
Depth to
limiting
factor
>42'
7
Ground
elev
99.85' ft
Depth to
limiting
factor
27'
Remarks:
1 0-7 10 � r3/2
Y
None sl
None sl
as 2f
2fcr my �,
2fsbk mfr��cs 2f
0 5 0.6
--
0.5— -0.6 _
2
7-25
7.5yr4/6
3
4
5
25-27
10yr5/4
None
sit
2msbk _
2fsbk
dh
dh -
cw
if
0.5 0.6
cw
_
-
0.5 0.6
N.P. 0.2
27-40
10yr5/4
f2f7.5yr4i4
sil
40-51
10yr6/4
m2d7.5yr5/8
sicl
Om
dh
-
Remarks:
CST Name (Please Print)
lames K. Thompson
Address A.C.E. Soil & Site E
340 Paulson Lake 1*
Osceola. Aq 54020
Telephone No.
715-248-7767
Date CST Number
12/6199 3602
Ref # ---�
1138
SOIL DESCRIPTION REPORT ` 1138 Page 2 of 3
A C N. Soil & Sitc Evaluations
'ROPERT f OWNER: Don & Sharon Dykhouse
°�':2CEt-d.f -
3
Ground
elev
101.51 ft
Depth to
limiting
factor
27'
Ground
elev
Depth to
limiting
factor
Ground
elev
Depth to
limiting
factor
Ground
elev
Depth to
limiting
factor
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD1ftx
Horizon in Mtrnsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-9 1Oyr3/2 None sl ZLCr mvfr as 2f 0.5 0.6
2 9-20 IOyr5/4 None sil lthinpl mfr cs 2f N.P.0.3
3 20-27 7.5yr4/4 None sl 2msbk dh cw If I 0.5 0.6
-- -- — I
4 27-30 7.5yr4/4 f2f7.5yr4/4 sl lcsbk A cw - 0,4 0.5
5 30-36 5yr4/4 m2d7.5yr5/8 sl Om A gw 0.3 0.4
6 36-55 5yr4f4 n12d7.5yr5/8 scl Om dh - - N.P. 0.2
Remarks: -
1
Ramnrkc
Remarks: _ -
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