HomeMy WebLinkAbout026-1126-33-000 (2)
Wisconsin Department of Industry, SOIL AND SITE E V A L U A T I OJT;--Rf P., R T Page 1 of 3
Labor" Human Relations
Division of Safety & Buildings in accord with ILHR 83.05,,,~1(f Adm. Code
AUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. mul1,but tWED . Croix
not limited to vertical and horizontal reference point (BM), direction and of 'mu 9-or 0t% .D. # b dimensioned, north arrow, and location and distance to nearest
road. -/1 33
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATI I - 0aCi~ BY DATE .O
PROPERTY OWNER: ERTY L
Derrick Const. , Inc. )RP4.'~OT ?W111111 / /4,S 12 T 30 AR 18 4(or) W
PROPERTY OWNERS MAILING ADDRESS LO ~ # . NAME OR CSM # ~
1505 H #65 33 S 64 0
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE [X-OWN NEAREST ROAD
New Richmond, WI. 54017 b15) 246-2320 Richmond 140th St.
[iq New Construction Use [x ] Residential / Number of bedrooms 4 [ ] Addition to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate .7 bed, gpd/0--$_trench, gpd/ft2
Absorption area required 858 bed, ft2 750 trench, ft2 Maximum design loading rate • 7 bed, gpd/ft2 . 8 trench, gpd/ft2
Recommended infiltration surface elevation(s) 100.00 ft (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 ®S ❑ U K IS ❑ U R7 S ❑ U ® S ❑ U I FE] S ❑ U ❑ S ® U
SOIL DESCRIPTION REPORT ?cm
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Roots GPD/ft 1
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Tren
.,.1....< 1 0-10 10 r 3/3 none
2 10-20 7.5 r 4 4 none sicl 2msbk mfr
aw if .4 .5
Ground 3 20-90 7.5 r 4Z6
elev.
103.8 ft. o S
Depth to,
a~ f
limiting
factor S . et
+90"
Remarks:
Boring #
1 0-9 10 r 3Z3 none I 9ync;hk Mfr t-.q 9f .6
2 9-19 7.5 r 4/4 none scl 2msbk mfr
Crw if .4 i.5
3 19-90 7.5 r 4/6 none
Cos oscr M1 -7 :.R
Ground
elev.
104.0 ft.
Depth to
limiting
factor
+90"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. e. New RichmorA, WI 54017
Signature: Date: 6-22-2000 CST Number: m02298
PROPERTYOWNER Derrick Con.. , Tnc-. SOIL DESCRIPTION REPORT Page 2 of 3
PARCEL I.D.# ndinq , f
Depth Dominant Color 'Mottles Texture Structure Consistence N Roots GPD/ft
Boring # Horizon in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-10 10 r 3/3 none 1 2msbk mfr cs 2f .5 .6 .S'
3
2 10-22 7.5 r 4/4 none scl 2msbk mfr if .4 .5
Ground 3 22-90 7.5 r 4/6 none cos os ml na na .7 .8
102 .9h.
Depth to
limiting
factor
90 3
Remarks:
Boring #
1 0-9 10yr 3/3 none 1 2msbk mfr cs 2f .5 .6
2 9-20 7.5 r 4/4 none scl 2msbk mfr if .4 E.5
3 20-90 7.5yr 4/6 none cos osg ml na na .7 .8
Ground
elev.
101.3 ft.
Depth to
limiting
factor
+90"
Remarks:
Boring #
1 0-10 10 r 4 3 none sl 2m r mvfr cs 2f .5 .6 .S
5
2 10-20 7.5 r 4/4 none is os ml if .7 .8
Ground 3 20-90 7.5 r 4/6 none cos os ml na na .7 .8
elev. r
101.
Depth to
limiting
factor
+90"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
r,
STEEL'S SOIL SERVICE
Gary L. Steel Derrick Construction, INC. 1554 200th Ave.
CSTM2298 SW4NW4 S12-T30N-R18W New Richmond, WI 54017
MPRSW-3254 town of Richmond (715) 246-6200
lot #33-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'
tof 1" pvc pipe C el. 1019-01
t. 2B; top of 1" pvc pipe C el. 98.80'
717e
IT6
o a
Gary L. Steel
6-22-2000
I 1 , \
ni \ X5`00 1151
` L 2.6
LO 34 /
s
842 6 SQ.RT4.± ~ xcb
1.9 ACRES c,\ 995.8
992.9 G
B-1 9 /~y \
B-2 F°s\
9 c~
i 88 1
A
Q I 88 99e '
I
Q) I r
of
NI 1144 6~ SQ. T9~
-\2.63 CRES~9~.~
995 2
v 5.2
996 9 4. \
99 96'~ $Q. ~9\
s 2.22 ES
(n
(n I .
I 1002
I I -c
_ 4-j~ 8 _ - -
Q) I Q I o 1 1 a 1~Ic' t
N I I
a _0 I 4-' I C I \ V I ~1 I ~k10 ~
QI 0I ~I I I
c~ ~I ► I 1621
g °i c O1oi I I
NI ~I ~I~i I I
I I
REV. DATE REMARKS DESIGNED: ACS
1 101/18/00 ADDED ROAD DRAWN: ACS/TRD E
103/14/00 ADDED 100 YEAR FLOOD
3 103/17/00 LW-CD COMMENTS CHECKED: LAND SURVEYING &
4 03 28 0 DNR OHWM DATE: 12/16/99
5 4 06 00 SURVEYOR Co. FFI