HomeMy WebLinkAbout026-1126-22-000 (2)
Wisconsin Department of Industry, SOIL AND SITE E V A r ,N1f~'E'R T Page 1 of 3
Labor Vd Hu4Ah Relations
Divisi .n of Safety 8 Buildings in accord with ILHR 8dr Code - UNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in siz ~ud~e, but h. rrnix
not limited to vertical and horizontal reference point (BM), direction and scale 2QQQ p . CEL I.D. #
dimensioned, north arrow, and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATI SZ C EWED DATE
~~.Aw FF~C~ BY
Pee.o 2Dp
PROPERTY OWNER: P R CATION, `Derrick Const. Inc. . 1~ 1 T
N,R (or) W
30 is
PROPERTY OWNER':S MAILING ADDRESS LOT # UBD. NAME OR CSM # W TC S
1505 H #65 22 na 60
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE [NFOWN NEAREST ROAD
New Richmond WI. 54017 (71
[x] New Construction Use [ it Residential ! Number of bedrooms 41 [ ] Addition to existing building
Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate .5 bed, gpd/ft2 .6 trench, gpd/ft2
Absorption area required 1200 bed, ft2 1000~trench, ft2 Maximum design loading rate .5 bed, gpd/ft2 .6 trench, gpd/ft2
Recommended infiltration surface elevation(s) 95.60 ft (as referred to site plan benchmark)
Additional design / site considerations trenches_,napaced to code 3.50' below grade
Parent material outwash over drift Flood plain elevation, if applicable na ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable fors stem ❑S ❑U ❑S ❑U ❑S ❑U ❑S ❑U ❑S ❑U ❑S ❑U
SOIL DESCRIPTION REPORT CcQD S t, -daft
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-11 10r33 none I 2m
2 11-24 10 r 4/4 none sicl 2msbk mvfr, aw 1f .4
I"4 ~ fLO S *v
Ground 3 24-72 7.5 r 4/4 none
elev. S
98.9 ft. 4 72-84 5yr 4/4 none sl 2csbk mfr na
Depth to 9 a
limiting
factor
Remarks:
Boring # S
1 0-12 1 r
2 12-28 10 r 4/4 none sicl 2msbk mvfr w if .4 .5
3 28-70 7.5 r 4/4 none is os mvfr c1W if .7 .8
Ground
elev. 4 70-84 5 r 4/4 none sl 2csbk mfr na na .5 1.6 • S
98.9 ft.
Depth to
limiting 39 ~.6
factor
+84" F Ll
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th.. Ave Richmond WI 59017
Signature: Date: 6-15_2000 CST Number: m02298
PROPERTY OWNER Derrick Const. Inc. SOIL DESCRIPTION REPORT Page 2 *of 3
PARCEL I.D. # pending
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
3 1 0-10 10 r 3/3 none 1 2msbk mfr cs 2f .5 .6
.t..._ 2
Ground 3 124-66 7.5 r 4/4 none is os mvfr if .7 .8
elev.
99.1 ft. 4 166-84 5yr 4/4 none sl 2csbk mfr na na .5 .6 •S
Depth to
limiting
factor
-q 2-
Remarks:
Boring #
1 10-12 10 r 3/3 none 1 2msbk mfr cs 2f .5 .6 1S^
2 12-26 10 r 4/4 none sici 2msbk mvfr w if .4 .5
Ground 3 26-73 7.5 r 4/4 none is os mvfr w if .7 .8
r-~-
elev. 4 73-84 5 r 4/4 none sl 2csbk mfr na na .5 i .6 ,S
99.6 ft.
Depth to
limiting 8 g
factor
+84"
Remarks:
Boring #
1 0-10 10 r 3/3 none 1 2msbk mfr cs 2f .5 .6 . Sr
.4 .5
2 10-24 10yr 4/4 none sicl 2msbk mvfr 9w if
Ground 3 24-68 7.5 r 4Z4 none is os mvfr Cfw if 7_
elev.
99.6 ft 4 68- 4 5 r 4/4 none sl 2csbk mfr na na .5 i .6
.
Depth to
limiting c r
factor
+84"
Remarks:
Boring #
Ground
elev.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Derrick Construction, Inc. 1554 200th Ave.
CSTM2298 SEgNwg S1.2-T30N-R18W New Richmond, WI 54017
MPRSW-3254 town of Richmond (715) 246-6200
lot #22-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.
/-1"=40'
to of 1" pvc pipe @el. 100.00'_
t=- BM = top of culvert C el.- 99.10'
0.
~ z -
,30
A
of
'Y.
Gary L. Steel
6-15-2000
I'
X
Q0 c00 \ x
\
mO 0 ) \
f
p rn \ N
• rjO \ \ Ox \ \
N
x
~c \
@) LL
m: (n \ <<
/
LLI
N O jr Or * OOXS, X N
Q x 0 \
C) N B \ Opx9
m M x^ 0) N ~Q / OOx
I ~G ~ m \ \
m
OI
O M \
N
m
m O ! - O 00 am XS U • LLJ ON
Om rn m
N CY) / ~x O
X tO 0 m x0~f LL N
"
o x 00 w N C'1
X LJ W Q t
W P7
\ ` \ O N 0
X °o ^ o: 00 N
+ 1
to U-
m Co 0) (n
LO Uj
gip! I (n
S - ° Q \
m~ LO
mo N mo 4A to to
ry
\ x O0)1
ma /
m
/ m x •
~ ~o l
235
Esmt~. ~ m I
/ 20
m
N X , ~ \
~
d-I ! i X66 (0 Or W
N
M vi
x in • 0 co N LI' ir LLJ