HomeMy WebLinkAbout026-1126-32-000 (2) Page5 of =
W SOIL AND SITE EV 0ALUAT,. FIT
rtmentofIndustry, VVj~,Adm• j COUNTY
wiscorsin Depa accord with ILHR 83. Croix
Labor and Human Relations in
& Buildings St.
DI-vision of Safety j lJc9 , but p GEL I.D. # O-~ 32 inches in !ir(/
paper not less than 81 /2 x 1 di~ec on an t an mslope, scaleoir .tV~ J k DATE
Attach complete site plan on Point BM), WED BY tp arest road ate" i o I
not limited to vertical and horizontal reference ( RMA yt ' h-"o r
dimensioned, north arrow, and location and distance
ALL INFORM or W
ION N R( )
APPLICANT INFORMATION-PLEAS E PRINT PER 11~ 114,S 12 T 30 18
PROPERTY OWNER: 8 BD. NAME OR CSM # ~S
L ®O i
Derrick Const• Inc. NEAREST ROAD
PROPERTY OWNER':S MAILING ADDRESS OCITY -VILLAGE DOWN 140th St.
15,05 H 65 ZIP CODE PHONE NUMBER RicYunond
246
building
CITY, STATE 54017 p15) -2320
~ ]Addition to existing
New Rlclurlond ► WI • 4
Use be ] Residential ! Number of bedrooms ~ft2
New Construction ] Public or commercial describe 5 bed, gld/ft2 2
j ] Replacement Recommended design loading rate 2 6 trench, gpd/ft
5-- bed, gPd/ft ~
ading rate _
2 Maximum design ft lo (as nchm
Code derived daily flow 600 gpd 2 1000 trench, ft ref d to ite plan
, 5 S C ati`
Absorption area required 1200 bed ft - 95.50 ft
na
Recommended infiltration surface elevation(alt . site s stem el.=96.A 60 plain elevation, if applicable OLDING TANK
Additional design 1 site considerations ❑ S U
OL1twaSh/drift _ AT-GRADE 0 S 7~]U
Parent material MOUND IN-GROUND U ESSU I, ?
CIZ) SENTI❑0 UL ❑U
S= Unsuitable forsses stem U BOIL DESCRIPTION REPORT G P D lft
l~ ~ Roots Bed Trer►d~
Structure Consistence B
Mottles Texture Gr. Sz. Sh. S
Depth Dominant Color Qu Sz Cont. Color .
Boring # Horizon in Munsell 2
1 0-11 10 r sicl 2ms
10 r 4 4 none f r
bk
2 11-22 ms sl 2 s
22-64 7.5 r 4 4 none r
Ground 3 _
elev.
9915 ft. 4 64-90 7.5 r 4
Depth to
limiting ~g
factor
--±20
mfr cs 2f • 5 4 •6
Remarks: sl 2m r . r
Boring # 0-12 l0yr 4/3 none
1 ms sl 2
=<2=;> 2 12-55 7.5 r 4 4 none
3 55-9
Ground
elev.
99.2ft.
Depth to
limiting
factor
+90"
Remarks: Phone. 715-246-6200
Ga L. Steel CST Number: m02299
CST Name:--Please Print and W154017 Date: 6-22-2000
Address: 1554 200 e. New Ri
Q; .nature*
CI
I'Mut,bff 'OWNER Derrick
Const. Inc- SOIL DESCRIPTION REPORT
PARCEL I,D. #~dina
Page 2_ Q!-
Boring # Horizon Depth Dominant Color
in. Munsell Mottles
Qu. Sz. Cont. Color Texture Structure
3 1 0-10 10 r 3 3 Gr. Sz. Sh. Consistence Botry Roots GPD/ft
Ground 2 10-24 Bed Trerx~
10 r 4 4 no
24-75
elev. 3 7.5 r 4 4
99.9 ft.
4 75-90 7.5 r 4 6 none Depth to none
s
limiting
fa l$
+ of
Remarks:
Boring #
1 0-9 10 r
4 2 fill mat
9-21 10 r 2 2 none ial
1 na na n n
Ground 3 21-31 10 r 4 4 2
elev. none
100.5 ft. 4 31-84 7.5 r 4 4 n
Depth to
limiting - 5
factor
±84',
Remarks:
Boring #
1 0-18 10
5
2 18-32 cs
10 r 4 4
na
none
Ground 3 31-84 sicl 2
7.5 r 4 4 none
100.0 is S].
'
2msbk mvfr na n
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
S9D-8330(R.05 92marks:
r
h -
STEEL'S SOIL SERVICE
Gary L. Steel Derrick Construction, Inc: 1554 200th Ave.
CSTM2298 WIWI S12-T30N-R18W New Richmond, WI 54017
MPRSW-3254 town of Richmond (715) 246-6200
lot #32-Brushy Mound Lake
This soil evaluation was conducted to satisfy a zoning requirement, it may or may
not be suitable for your use. The location of the test may or may not be as shown
as permanent lot lines were not established at the time the test was conducted.
r N
1"=40'
to of 1" pvc pipe @ el. 1
= top of 1" pvc pipe gel. 99.10'
0
2v~~
3 pA.
ti
Gary L. Steel
6-22-2000
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