HomeMy WebLinkAbout026-1126-18-000 (2)
.Wis,whsin Department of Industry, SOIL AND SITE E V A L U AT I F Page 1 of 3
Labor and Human Relations ;
io of Safety & Buildings in accord with ILHR 83.05, W* Z Cc*
C
low
REfv'~~~iE~
Attach complete site plan on paper not less than 8 lb x 11 inches in size. Pla m /t i nclude, but, ~ 'ti roix
RC #
not limited to vertical and horizontal reference point (BM), direction and % of o scale o 4 Z
dimensioned, north arrow, and location and distance to nearest road. 112 &-/f ~ GRp~X
DATE
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION GNGN FF I EVE
PRC
PROPERTY OWNER: PRO CA
Derrick Const. Inc. GOVT. L B , l i d; ~ 5 12 T 30 N,R lg f(or) W
PROPERTY OWNER':S MAILING ADDRESS LOT # BLO NAME OR CSM # t,~ F~T6R S
-na
18
1505 H #65
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE SOWN NEAREST ROAD
New Richmond, WI. 54017 b15) 246-2320 Richmond 140th St.
New Construction Use [ Residential / Number of bedrooms 4 [ ] Addition to existing building
Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate .7 ed, gpd/ft2_trench, gpd/ft2
Absorption area required 858 bed, ft2 750 trench, ft2 Maximum design loading rate ____7_bed, gpd/ft2_trench, gpd/ft2
Recommended infiltration surface elevation(s) 96.70 ft (as referred to site plan benchmark)
Additional design / site considerations na
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 €c7 S ❑ U :91 S ❑ U US ❑ U ® S ❑ U ❑ S ®U ❑ S ® U
SOIL DESCRIPTION REPORT Cz&- .KJJktA
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. Bed Trends
r; F;
S
1 0-12 10 r 3/3 none 1 2
if .5 .6 S
Ground 3 22-84 7.5 r 4/6 none ms/is '
elev.
100.5ft.
Depth to
limiting
factor
+84
Remarks:
Boring # 1 0-12 10yr3/3 none 1 2msbk mfr ljw if .5 .6
2 1X39 ; ~ r4/4 none s it 2msbk mfr gw if .5 .6
3 30-90 7.5yr4/6 none co s Osg mi na na .7 .8
Ground
- -
elev. o -us- s -f i
99.9 ft.
Depth to
limiting
factor
+
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. Aye., New Richmo W154017
Signature: Date: 6-15-2000 CST Number: m02298
PROPERTYOWNER Derrick Const. Inc. SOIL DESCRIPTION REPORT Page 2 of 3
PARCEL I.D. # pending
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bour>dary Roots GPD/ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Tw&
3 1 0-12 10 r 3/3 non 1 2msb mfr cs if .5 .6 • S~
2 12-26 1Oyr 4/4 none sicl msb mfr 9w if .5 .6
Ground 3 26-84 7.5 r 4/6 none is os mvfr na na .7 .8
elev. -
10.0-7 ft. - -
Depth to
limiting /
factor ~C(
+84" 71
Remarks:
Boring # ? .k
1 0-12 10 r 3 3 none 1 2 n .2 't-
4 2 12-18 1Oyr 4/4 none sicl sbk mfr gw if .5 .6 ?
3 18-84 7.5yr 4/6 none is osg mvfr na na .7 .8
Ground
elev.
100.7 ft.
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 0-12 10 r 3 3 none 1 2msbk mfr cs if .5 .6 S
5
2 12-25 10 r 4/4 none sicl msbk mfr C1w if .5 .6
Ground 3 25-84 7.5 r 4/6 none is os mvfr na na .7 .8
elev.
100.8ft.
Depth to
limiting
factor
+84"
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.
NE4SW4 S12-T30N-R18W New Richmond, WI 54017
CSTM2298
MPRSW-3254 town of Richmond (715) 246-6200
lot #18-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 r
,--1 11 =401
of 1" .culvert @ el 100.00'
. BM = top of 1" pvc pipe C el. 99.70' E
3rb~ ,
Gary L. Steel
6-15-2000
PLAT
LIMINARY
R
OF 12' Utilit Emens---
pRpppSE~ TOWN
LOT/1-9
.91675 SQ".FT. /
2.10 ACRES B " 1 ,-O T 1.8 /
A L 1@9$358.SQ.FT.
Cf)
I B- 2.17 ACRES
B-4 V~ 0 1001 <
x B-2
25 YE B-4
996.0 •
0• O
O B-5
/
= I ~ \ - 6-3 0
.
1002 _ 20' Drol.c B-1 / p~
=4 _ 9e Easement ~X
N
I 1004 99.j/ 001.3
~
~BB X
4
LOT --7 ' -
~-1008 i o0
8345 Q. B- -
~o
CR 01I
0°o
1010 B /
C> p
01
Q B-3 1000.9 96
B-1 I
B-2 s 2
OT 6 co- -1002.4
86 SQ. T. X
2. 3 CRa
x \ o ✓or~p 1 o x
1021.8 1005.0
! \
1022.7
I X ~0
1 B"2
100 20