Engineered Plan - 2003DEPTH
HORIZ
TEXTURE
COLOR
BEIMMAM
TOP. OF FOUNDATION : .
OTHER
0-11"
A/P
LOAMY SAND
1/8" TO 1/2"
NO
ROOTS
20 FT.. MINIMUM FROM CELLAR
B :-
LOAMY SAND
SOIL TEST.
1
»
100.00
ELEV.: _ ------
(ASSUMED) _
10 FT. MINIMUM
AWL SP.
10 FT.: MINIMUM FROM SLAB :OR CR E
CONCRETE
2.5YR7/4
CLEAN SAND
4
DATE OF SOIL TEST _L3103__-----_
SOIL TEST DONE BY IE2��MAa
WITNESSED BY _AMY NH
—Y0__41`!�
„
(OR EQUAL) MINIMUM ,
COVERS a
4 SCHEDULE 40 °PVC PIPE
LOAM AND 'SEED .,
_-
_ = 98.5
OBSERVATION HOLE 1 ELEV.
MI N
NOT REQUIRED
MIN. PITCH' 1/8 FT.
/
2" LAYER OF
2
PERCOLATION RATE V_ MIN./INCH AT _�67 INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-11"
A/P
LOAMY SAND
1/8" TO 1/2"
NO
ROOTS
11-36'
B :-
LOAMY SAND
»`
4 CAST IRON PIPE
»
,�
C1
MAX. :. WASHED STONE
2.5YR7/4
�N
VENT
(OR EQUAL) MINIMUM ,
MI N
NOT REQUIRED
PITCH 1/4" PER FT.
`= €
Z
1 CU. FT. OF
CONCRETE
FLOW LINE
r I
fit. �j Q,
ANCHOR
i.;
10"
ELEV.
_..
.
4
ELEV.
_
r t' LEVEL{
6 SUMPELEV.
o o
= 010
—, - ;
_ ..a
m_��0
o
EL V.
.
-=(.a.!•
— ---=—
GAS
BAFFLE
ELEV. =
�.-I ELEV.
_
M1
DISTRIBUTION=`
LIQUID
OUTLET
BOX
ELEV.
Lqa �j�
4 HIGH CAPACITY INFILTRATORS WITH
STONE IN
�� p
DEPTH
4 FEET
14 INCHES
(TO BE PLACED ON FIRM BASE)
TO BE WATER TESTED:.
AN
V . n" Tf11"a.11-r`Iaf1a.. Ti tea.
pp
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-11"
A/P
LOAMY SAND
10YR4/3
NO
ROOTS
11-36'
B :-
LOAMY SAND
10YR5/6
ROOTS
36-132"
C1
MEDIUM SAND
2.5YR7/4