HomeMy WebLinkAbout026-1126-26-000 (2)
Wisconsin Department of Industry, SOIL AND SITE E V A L U AT R T Page 1 of 3
Labor and Human Relations t
Civi~ionpf Safety 8 Buildings in accord with ILHR 83.0 .Adn1.'C~
~CUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in siz .'P4 An m4tAut U-\ St. Croix
A CEL I.D. #
not limited to vertical and horizontal reference point (BM), direction and slope, scale or ,~fJOO ~2-
(p'~~2~
dimensioned, north arrow, and location and distance to nearest road. i Z ~2 U
1~1 v AO
cr A WED BY DATE
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMAT
Ss Q ..0Q - - Gti 2Cp
PROPERTY OWNER: PERtl ON g
Derrick Const., Inc. SE 1/4,S 12 T 3 N,R 18 (or) W
PROPERTY OWNER':S MAILING ADDRESS LO C D. NAME OR CSM # EO( !x
1505 Hy. #65
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE MOWN NEAREST ROAD
New Richmond Wi. 54017 ) 246-2320
[ New Construction Use ] Residential 1 Number of bedrooms 4 [ J Addition to existing building
Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate .7 bed, gpd/ft2 .8 trench, gpd/ft2
Absorption area required 858 bed, ft2 750 trench, ft2 Maximum design loading rate _g bed, gpd/ft2_ trench, gpd/ft2
Recommended infiltration surface elevation(s) 96.50 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 ® S ❑ U ®S ❑ U ®S ❑ U ® S ❑ U WG ❑ U ❑ S 12U
SOIL DESCRIPTION REPORT (~,k A41, J. ZGI-10
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft ~
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
U 1 0-10 10yr 2/2 none 1 2c-qbk mfr rq if _9 -6
Sici 2msbk mfr 9W if .4 .5
2 10-19 10 r 4/4 none
Ground 3 19-36 7.5 r 4/4 none scl 2msbk •
elev.
100.4 ft. 4 36-90 7.5 r 4/4 none
Depth to - So / a u S
limiting
factor
~6•~ t c~o. t~ tc ttm~
+9011
Remarks:
Boring #
1 0-8 10 r 2/2 none 1 2csbk mfr cs if .5 .6 'S
2 8-20 10 r 4/4 none sicl 2msbk mfr C[W if .4 i.5
3 20-40 7.5yr 4/4 none scl 2msbk mvfr C1W na .4 .5
Ground
elev. 4 40-86 7.5 r 4/4 none cos os
100.5ft.
Depth to
limiting
factor
+86"
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. Av . ew Richmond WI 54017
Signature: Date: 6-17-2000 CST Number: m02298
PROPERTYOWNER Derrick Const., INc. SOIL DESCRIPTION REPORT Page 2 ofd
PARCEL I.D. # pending
r
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boaxx* Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trends
acs if _r
-Nil 3 ' 1 0-11 10yr 212 nane 9csbk .5 .6
<< 2 11-22 10 r 4 4
none 9w if -4 5
Ground 3 22-34 7.5 r 4/4 none
elev.
100.3 ft. 4 34-92 7.5 r 4/4 none cos os
Depth to
limiting
factor
~5 6
+92
Remarks:
Boring #
1 0-9 10yr 2/2 none 1 2csbk mfr cs if .5 •S
2 9-20 10 r 4/4 none
3 20-35 7.5yr 4/4 none scl 2msbk mvfr crw na . 4 .5 '
Ground
elev. 4 35-90 7.5 r 4/4 none cos os '
99.5 ft.
Depth to
limiting
factor
+90"
Remarks:
Boring #
1 0-10 10 r 2/2 none 1 2csbk mfr 5
U2 10-18 10 r 4/4 none sicl 2ms mfr Cfw if .4 ~,5
Ground 3 18-34 7.5 r 4/4 none scl 2msbk mvfr w na .4 .5
elev. 4 34-90 7.5 r 4/4 none cos os mvfr na na .7 .8
100.0 ft.
Depth to
limiting
factor
+90"
Remarks:
Boring #
Ground'
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(R.05/92)
s 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 #26-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 eras conducted.
,1..=40'
= of 1" pvc pipe C el. 1OD-00'
. BM.-top of 1" pvc pipe C el. 99._40!
At
1
t6l
-Ile
Gary L. Steel
6-17-2000
991.
4.1 • ' •
< 89.1 6T 101988 SQ.FT.. B_1 B-2 f
ACE ~ 5 2.31 ACRES • • B~-----~= 4 _ _ f
8 B
x -1
x
6 5 • .i
B •2 20+00
•.B B-4 B-•2 AS~t°° - 21+00
0 O 993.2 X- 99 3.2 -2
< 15
_ 4 ~ x ~ oo ~ 49
x
B-1
/ 4,W B-2 / x Go, •B-1 B
/991
T ,
' 'T T 99,.,
X 994.9 3
CP 66
9s
E 9 / X 993:11- 0~6 '
*s r o° - 79863 SQ. FT. 1 1 993.7
83. d B03 B-4 25 YEAR N WE.~
~x
01~ O . - 182 i \ f
Earn t-
B
3 9 0.6 o~ LOT 27
*B-12
E x 93.9 / X0741 SQ.FT-.
995.3 x B 4..1.85 RES
• 995 997.1
x~
_ • g-2 B-40 • B-1 X '
0 B-3 99A
00 11+ X.
\ 0 , 989.8 LO
.99 i
84924 SQ.FT.
s \ xs .0 -1.95 ACRES
r L
g~5 I
/ 9-`4
;89.
e ®
x 857
x97. w B~ 1.9-
0 T 3 x 999.2
72 SQ.F~_99a
4
\
.o B . 2 997.7
V8 A ES 99
NT x
3 - 987.9go~ \ L T 2 9 \ 12' u ~~a
85 7 SQ. FT.
x 77
eracc