HomeMy WebLinkAbout140.30 - Proposed Septic DesignDEPTH
HORIZ
ELEV. 22-02
10 FT. MINIMUM . 11
1 10 r 1. MINIMUM
FROM DLAD �VM CRAWL SPACE
0-`
. — I -, - : , , , , o , I I .
CLEAN SAND
NO
4-11
A
LOAMY SAND
10YR3/3
im
11-20
8.
LOAMY SAND
10YR4/6
CONCRETE
Cl
LOAMY
INSPECTION PORT'
LOAMY SAND
10YR3/3''z
MEDIUMSAND
-COVERS
46 'PIPE
40 PVC
LOAM AND SEED
16-2l
LOAMY SAND
MIN -PITCH 1/8*,PER FT..
2LAYER OF
SOIL TEST
Cl i
LOAMY0
1. YR 6/8
TO 1/2-
/2
MEDIUM SAND
3.65
4� W) I IKUN �'IFL
DATE OF SOIL TEST DECEMBER 16, 2062
21.08 MAX ASHED STONE
1&63 MIN.
VENT
SOIL TEST DONE BYEKLE SURYEYIN
OR EQUAL) MINIMUM
WITNESSED BY
NOT REQUIRED
"FITCH, 1/47, PER FT.
'MINIMUM 'ItELLAP.
OBMVA17ON HME I
ELEV. 14-25
— ELV.
Clem
13 91
_Irop OF FOUNDATION
20 FROM
PERCOLATION RATE > 3
MIN./INCH AT INCHES PERCOLA MIN./INCH IN
C HORIZON:
DEPTH
HORIZ
ELEV. 22-02
10 FT. MINIMUM . 11
1 10 r 1. MINIMUM
FROM DLAD �VM CRAWL SPACE
0-`
. — I -, - : , , , , o , I I .
CLEAN SAND
NO
4-11
A
LOAMY SAND
10YR3/3
im
11-20
8.
LOAMY SAND
10YR4/6
CONCRETE
Cl
LOAMY
INSPECTION PORT'
LOAMY SAND
10YR3/3''z
MEDIUMSAND
-COVERS
46 'PIPE
40 PVC
LOAM AND SEED
16-2l
LOAMY SAND
MIN -PITCH 1/8*,PER FT..
2LAYER OF
24=120
Cl i
LOAMY0
1. YR 6/8
TO 1/2-
/2
MEDIUM SAND
3.65
4� W) I IKUN �'IFL
A
21.08 MAX ASHED STONE
1&63 MIN.
VENT
OR EQUAL) MINIMUM
NOT REQUIRED
"FITCH, 1/47, PER FT.
•
N
FLOW LINE
08
EV.,—
M, K
�SLAB ELEV.
I
PL
17.85 0
14 .�XEL
It
6
�_a: -
TV,
'on
16.75
el It
w
=_ ". __ -
ELEV. -
DEPTH
HORIZ
TEXTURE
COLOR MOTT.
OTHER
0-4
0-`
FIBRIC
NO
4-11
A
LOAMY SAND
10YR3/3
im
11-20
8.
LOAMY SAND
10YR4/6
20-120
Cl
LOAMY
10YR5/8
LOAMY SAND
10YR3/3''z
MEDIUMSAND
DEPTH
HORIZ
: TEXTURE�j
-COLOR:..
MOTT.
I OTHER
Li
0 —2
FIBRIC
No
im
t:
2-16,
A
LOAMY SAND
10YR3/3''z
16-2l
LOAMY SAND
10"'4/6
24=120
Cl i
LOAMY0
1. YR 6/8
MEDIUM SAND