HomeMy WebLinkAbout026-1126-29-000
.-iN scon4n Department of Industry, SOIL AND SITE E V A L U AT R L T Page 1 _ of 3
Labor and Human Relations
Division of Safety 8 Buildings in accord with ILHR 83.05 dm. Code'~~ 5U TY
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® . Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in siz mu a but O L I.D. #
~QZ0- 12 1
not limited to vertical and horizontal reference point (BM), direction and ° _ lope, scale or,
dimensioned, north arrow, and location and distance to nearest road. 1 o~
WED BY DATE
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATI N__ S~L,N 00 ~cl
r
PROPERTY OWNER: P RTY ION j
C1/fly,, 1/4,S 12 T 30 N,R 18(or) W
OCIVS XT
Derrick Const. Inc.
PROPERTY OWNERS MAILING ADDRESS LOT e BD. NAME OR CSM # ~
1505 H 65 29 na S
CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE [SOWN NEAREST ROAD
New Richmond, WI. 54017 x/15) 246-2320 Richmond 140th St.
[A 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 • 5 bed, gpd/ft2 .6 trench, gpd/ft2
Absorption area required 1200 bed, ft2 1000 trench, ft2 Maximum design loading rate _bed, gpd/112--fL-_trench, gpd/ft2
Recommended infiltration surface elevation(s) ✓ 99.70 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 Fr7 S❑ U 0 S ❑ U JE] S❑ U R S ❑ U ❑ S 60U ❑ S [1 U
SOIL DESCRIPTION REPORT Ck ZcSCU rZ
GPD/ft~
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-13 10yr 212 none Fill material
2 13-22 7.5yr 4/4 none scl 2msbk mfr na .4 .5
Ground 3 22-66 7.5 r 4/4 none is sl 2msbk mvfr ' S
elev.
103.7 ft. 4 66-96 7.5 r 4/6 Depth to 0 S
limiting 6
factor Q ® c
+96" n
Remarks: ~C
Boring #
1 0-10 10 r 2/2 none 1 2msbk mfr cs if .5 .6
F rnfr 9W if
10-20 10 r 4/4 none sicl 2msbk
2
3 20-36 7.5 r 4/6 none 1s 0SQ M1 uw .7 :.8
Ground
elev. 4 36-64 7.5 r 4/4 none sl 2csbk mfr S
103.3ft.
-T-
Depth to 5 64-96 7.5 r 4Z6
limiting
factor
+96" ~3•L
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. New Richmo WI 54 7
Signature: Date: 6-24-2000 CST Number: m02298
PROPERTY OWNER Derrick Const Tnr, SOIL DESCRIPTION REPORT Page 2
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PARCEL I.D. # pending
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
3 1
1
0-7 10 r 2/2 none 2c-pi mfr Mq if np -2
2 17-17 10 r 4/4 none sici 2msbk mfr w if .4 .5
Ground 3 117-60 7.5yr 4/4 none is/sl 2msbk mvfr na .5 .6
elev. _
102.7 ft. 60-90 7.5 r 4/6 none cos os m
Depth to
limiting
factor
+90"
Remarks:
Boring #
1 0-12 10 r 2/2
none 2msbk mfr 9. f -9 i -6
4 2 12-24 10 r 4/4 none scl 2msbk mfr C1w if .4 .5
Ground 3 24-40 10 r 5/4 none sil m na Crw_ if n
elev. 4 40-84 7.5 r 4/4 none
102.4 ft. 0scr
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 0-16 10r22
>`5 2 16-39 7.5 r 4/4 none is sl 2msbk mvfr C1w na .5 .6
Ground 3 39-84 7.5 r 4/6 none cos os m1 na na .7 .8
elev.
101.9 ft.
Depth to
limiting
factor
+84"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(R.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 #29-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 shove
as pe=anent lot lines were not established at the time the test was conducted.
1"=40'
= top of 1" pvc pipe @ el.. 1 0.09'----
top of 1" pvc pipe @ el. 102.90'
t
4
0
J(P
Gary L. Steel
6-24-2000
T 46 83X Y LB°J t
97 41
4 SO. IF X 8 ,
4 ACRES / _ to "'M 20-
13
)c I I
96.:
~ X 8~3
' 9 3. 9 0.6
A B-2
y DO 7 9 Q. ~ X 93.9 8
X 995.3 X B 4 ,•1.
9 \ ` 995 99:
X \ XO < -
-3
?+0 10
99
-2
X 9g~.5 X
1 997.3 I I 989. i b B ~r5
j X
~p°J97. w
74
LOT 3 ~
1. 7 6 ~ 86 72 S 992 4 / \
B B ll 1. A ES 99" B 2 997.7
EF~y~~ ~ ~ NT X
987.90° \ L T 29
985.7 \ ~3 2 85 7 SQ.FT
B~4 f~ - 98 98'N 997 4 1.9 ACRES
COO
rx 5.0 2W Drainage Ea
J
-q- ru
I tted Lands
140th St. Water Elev. John-Hopkins
_ 976.5
4/19/96 Zoned-A\ _ Res
1621-140th St.
109 EAST THIRD STREET. P.O. BOX 325 A 1 10° °
NEW RICHMOND. WISCONSIN 54017 I v
.i /IL ENGINEERING PHONE: (715)246-4319 FAX: (715)246-4319 SCALE IN GRAPHIC