HomeMy WebLinkAbout026-1126-24-000 (3)
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Wisce sin Department of Industry, SOIL AND SITE E V A L rA
Labor ~d Human Relations ~
Division of Safety 8 Buildings in accord with ILHR 83.0c7►n. f%pde Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. i debut Croix
not limited to vertical and horizontal reference point (BM), direction and % calorP I.D. # dimensioned, north arrow, and location and distance to nearest road. , SS G~Orv
ED BY DATE
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATIO c0046V, C~
Lh% It. FEp q
PROPERTY OWNER: P ~9l,L CATION Z
Derrick Const., Inc. GO 0 ( 1/4,S 12 T 30 N 18 (or) W
PROPERTY OWNERS MAILING ADDRESS LOT # B UBD. NAME OR CSM # W YFT~~ S
1505 H 65 24 na
CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE []~COWN NEAREST ROAD
New Richmond, WI. 54017 (115) 246-2320 Richmond 140th St.
[ 11 New Construction Use [xJ Residential/ Number of bedrooms' 4 [ J Addition to existing building
[ J Replacement [ J Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate • 7 bed, gpd/111:2 .8 trench, gpd/ft2
Absorption area required 858 bed, ft2 750 trench, ft2 Maximum desi loading rate • 7 bed, gpd/ft2 - 8 trench, gpd/ft2
Recommended infiltration surface elevation(s) 97.40 (as referred to site plan benchmark)
Additional design/ site considerations trenches spaced to code 4 00' below grade
Parent material outwash 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 [3 S U 30 S U IRS U KI S❑ U E S ❑ U ❑ S El U
SOIL DESCRIPTION REPORT Cnd&_~ J •?scuo
Depth Dominant Color Mottles Structure Roots GPD/ft
Boring # Horizon Texture Consistence Boundary
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. FBed Trench
1 0-9 10 r 3/3 none 1 'Sr
2 9-17 7.5 r 4/4 none sici 2msbk mfr
Ground 3 17-35 7.5 r 4/4 none sl 2msb
elev, x-
101.7 ft. 4 35 4 .5 r 4Z6 none c s
60
Depth to
limiting f i /
factor t ` c k
+84"
~cl
Remarks:
Boring # S'
1 0-9 10 r 3/3 none
2 9-17 7.5 r 4/4 none sicl 2msbk mfr w
Ground 3 17-28 7.5 r 4/4 none
elev. 4 28-84 7.5yr 4/6 none cos os ml na na .7 .8
101.4 ft.
Depth to
limiting $
factor T__=F_
+84"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th-Ave., New Richmon 154017
Signature:` Date: 6-17-2000 CST Number: m02298 .
PROPERTY OWNER Derrick Const. Inc. SOIL DESCRIPTION REPORT Page 2 0(~3
PARCEL I.D. # pending
7
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell. Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trends
- r 3/3 none 1 2msbk mfr cs 2f .5 .6 l,
.2 8-23 7.5 r 4/4 none sicl 2msbk mfr gw if .4 .5
Ground 3 23-34 7.5yr 4/4 none si 2msbk mvfr gw if .5 .6 ,
elev.
100,6fi, 4 34-84 7.5 r 4/6 none cos os ml na na .7 .8 .
Depth to
limiting
factor
+84" 3`i
Remarks:
Boring #
1 0-16 10 r 3/3 none 1 2msbk mfr cs 2f .5 '.6 ~
2 16-31 10yr 4/4 none sicl 2msbk mfr gw if .4 ' .5
Ground 3 31-84 7.5 r 4/6 none 1s osg mvfr na na .7 .8
elev.
100.0 ft.
Depth to T z
limiting
factor 3 l • z 7
+84"
Remarks:
Boring #
1 0-13 10 r 3/3
none 1 2msbk mfr cs 2f .5 .6
2 113-31 10 r 4/4 none sicl 2msbk mfr w if .4 j.5
Ground 3 31A4 7.5 r 4/6 none is os mvfr na na .7 :.8 ,
elev.
100. Oft.
Depth to
limiting
factor ► 2 6 Z 0.
+8411 -
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Derrick Construction, Inc. 1554 200th Ave.
CSTM2298 SE4Nw4 S12-T30N-R18w New Richmond, WI 54017
MPRSW-3254 town of Richmond (715) 246-6200
lot #24-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.
it"=40'
(0.= t of 1" pvc pipe C el. 100 00'
BM. top of 1" pvc pipe Cel. 99-40_
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A.
ley
QQ ,
Gary L. Steel
6-17-2000
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