HomeMy WebLinkAbout026-1126-15-000 (3)
sconsin Department of Industry, SOIL AND SITE EVALUATION T Page 1 of 3
~.abor and Human Relations 1 r,
Division of-Safety & Buildings in accord with ILHR 83.05, Wi A Rl
NTY
'~'Q 1 Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. PI n st i~ PE 11. DD. #
not limited to vertical and horizontal reference point (BM), direction and % o e, sc
dimensioned, north arrow, and location and disance to nearest road. ( ~~/f'26~~
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION4,-- ~o REVIEW D BY DATE
PROPERTY OWNER: 0155RTY LOCC;~~Q4 i
Derrick Const., Inc. G rNE 1/4/ 12 T ,N,R (or) W
30 18
PROPERTY OWNERS MAILING ADDRESS LOT # = ~b K# SUED. NAME OR CSM # VAT 6112i
1505 Hy. #65 15 'na e
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE [f OWN NEAREST ROAD
New Richmond, WI. 54017 (715 246-2320 Richmond 140th St.
[3q New Construction Use X I Residential / Number of bedrooms 4 Addition to existing building
[ I Replacement [ I Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate .4 bed, gpd/ft2--trench, gpd/ft2
Absorption area required 500 bed, ft2 500 trench, ft2 Maximum design loading rate 14 bed, gpd/ft2 .5 trench, gpd/ft2
Recommended infiltration surface elevation(s) 102.80 It (as referred to site plan benchmark)
Additional design / site considerations system el based o n contour 1 i nP of P1 101-8n,
Parent material glacial dirft 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 for system El S ®U K7 S❑ U ❑ S ® U ® S ❑ U T El S 6 U ❑ S I U
SOIL DESCRIPTION REPORT C.~- JAL-- (1'15= ,
Depth Dominant Color Mottles Structure GPD/ft
Boring # Horizon Texture Consistence BounQy Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 4-
1 0-10 10 r 2/2 none 1 2msbk mfr cs if .5 .6 S
2 10-23 10 r 4 4 none
Ground 3 123-35 5 r 4/4 none scl 2ms k '
elev.
102.4 ft. 4 35-86 7.5 r 4/6 none vfs M na na na .4 .5
Depth to
limiting
factor
+86"
Remarks:
Boring #
2msbk
1 0-11 10 r 3Z3 none
2 11-2 •S
Ground
elev. 4 46-70 5 r 4/4 2p7. 56rS scl m na n n n .2
102.4 ft. Wet
Depth to
limiting
factor
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. A e New Rich and WI 54017
Signature: ae Date: 6-13-2000 CST Number: m02298
PROPERTY OWNER Derrick Const. Inc. SOIL DESCRIPTION REPORT Page 2 bf 3
PARCEL I.D. #
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bounclary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
.,....3....`,, 1 0-8 10 r 3/3 none 1 2msbk mfr cs if .5 .6
2 8-15 10 r 4/4 none sl 2msbk mfr w if .5 .6 ~
round 3 15-41 7.5 r 4Z4 none sl m na na na .3 .4 .3
elev?
• ft. 4 41-65 5 r 4/4 2 7.5 r 5/8 scl m na na na n .2 _
De t
smiting
fac
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limitng
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(R.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Derrick Construction, Inc. 1554 200th Ave.
CSTM2298 NE4Sw4 S12-T30N-R18w New Richmond, WI 54017
MPRSW-3254 town of Richmond (715) 246-6200
lot #15-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
1"=40'
BM.= top of 1" pvc pipe C el. 100.00,
Alt. BM.= top of 1" pvc pipe C el 102.80,
4
Gary L. Steel
6-13-2000
\ V ' V x
x
• 1021.8 1005.0
1022.7
x
I
lop\
/ . k
r,
B "3
` 100 200
B-;3
x
O
T,5 B1 \ OhOo
~
13146th Q.F .
ACRE °
Q2
\ oB 1
\ o . 1002
o 01 X
\ ✓ 1017.2
X B
B 2 100(0
1005.5
Lb~ 7 4
~ 14 235 ; SQ.lioo6.7 i013.6 AC S X
\ 1 5.8 L
B T ti 1 14.9
0 o
\
o x lo lb;
1 6.3 x
J % g 1 • 5' BLDG. S TB
* Un~ic
Pat
AUTHORITY: Z b n ,
RICHMOND - - -
COUNTY PLANNING, ZONING & PARKS COMMITTEE
=W RICHMOND
THIS SUBDIVISION WI
MINIMUM LOT SIZE:
AG-RESIDENTIAL TOTAL LENGTH OF F
AG-RESIDENTIAL ALL LOTS HAVE A
JSE: AG-RESIDENTIAL
TPYTAI ADCA TQ AF