HomeMy WebLinkAbout026-1126-25-000 (2)
Wiseor)ain Department of Industry, SOIL AND SITE E V A L U AT 11 T Page 1 of 3
Laber and Human Relations ,
Division of Safety & Buildings in accord with ILHR 83.05 14 1~0m. Od
j UNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. mus~`but Croix
L I.D. limited to vertical and horizontal reference point (BM), direction and o pe, a e or A .D. #
dimensioned, north arrow, and location and disance to nearest road. Z~~/2 6,-,?
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATIO '.;1011 ED BY DATE
PROPERTY OWNER: RTY ly ~~^y
Derrick Const. Inc. /4,S T N,R (or) W
PROPERTY OWNERS MAILING ADDRESS LOT BL. NAME OR CSM #
1505 Hy 465 2
CITY, STAT ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE [MOWN NEAREST ROAZF-
New Richmond, WI. 54017 V15) 246-2320 Richmond 140th St.
(x] New Construction Use k ] Residential / Number of bedrooms 4 [ ] 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) 96.60 ft (as referred to site plan benchmark)
Additional design / site considerations na
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 El S ❑ U 1:1 S ❑ U ❑ S ❑ U ❑ S ❑ UEIS ❑ U ❑ S ❑ U
SOIL DESCRIPTION REPORT C,&4. ja,
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in. Munsell Gu. Sz. Cont. Color Gr. Sz. Sh. Bed Tmrich
1 0-8 S
2 8-21 10 r 4/4 none sicl 2msbk mfr
Ground 3 21-38 7.5 r 4/4 none is os ' }
elev.
100.5 ft, 4 38-90 7.5 r 4
none
Depth to a I
limiting .
factor 0 $2 - vi
Remarks:
Boring #
1 ~1-13 10yr3/3 none 1 2msbk mfr gw 2f .5 .6 t
2 2 113-29~ clOyjr4/4 : .._,mone sicl 2msbk mfr gw if .4 .5
3 k9-90 7.5yr4/6 none co s Osg mvfr na na .7 .8 .a-
Ground
elev.
100.6 ft.
Depth to
limiting t(Q g~
factor
+90"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. Av ew Rich nd 54017
Signature: Date: 6-17-2000 CST Number: m02298
PROPERTYOWNER Derrick Const., INc. SOIL DESCRIPTION REPORT Page 2 of 3
PARCEL I.D. #
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bour>dary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Tmench
1 0-9 10 r 2/2 none 1 2msbk mfr 9w if .5 .6
3 5
2 9-20 7.5 r 4/4 none sicl 2msbk mfr gw if .4 .5
Ground 3 120-96, 7.5 r 4/4 none cos osg mvfr na na .7 .8
elev.
100.5ft
Depth to
limiting
factor
+96..
Remarks:
Boring # .5 .6 S
1 0-8 10yr3/3 none 1 2msbk mfr 9w 2f
<4 2 8-18 10yr4/4 none sicl 2msbk mfr gw if .4 .5
3 18-56 7.5yr4/4 none co s osg mvfr 9w na .7 .8
Ground
elev. 4 56-86 7.5yr4/6 none fs Osg mvfr na na .5 .6 ,
100.3 ft.
Depth to
limiting
factor
+86"
Remarks:
Boring #
1 0-8 10 r 2/2 none 1 2msbk mfr cs if .5 .6
5 " 2 8-24 10 r 4/4 none sicl 2msbk mfr gw if .4 .5
Ground 3 24-36 7.5 r 4/4 none is osg mvfr 9w na .7 .8
elev. 4 36-86 7.5 r 4/4 none cos osg ml na na .7 .8
100.4 ft.
Depth to
limiting
factor
+86"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
s
STEEL'S SOIL SERVICE
Gary L. Steel Derrick Construction, Inc. 15,54 200th Ave.
CSTM2298 SE4NW4 S12-T30N-R18w New Richmond, WI 54017
MPRSW-3254 town of Richmond (715) 246-6200
lot #25-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.
N
i1"-40'
top of 1" pvc pipe C el. 10,0.00'
top of 1" pvc pipe C el. 100.40'
'ID
C'
AS'
o•
Gary L. Steel
6-17-2000
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