HomeMy WebLinkAbout891 Route 28 Proposed Septic Design 4Y
OOL' TEST
.<
TOP." FOUNDATION :.
OM CELLA
20 FT. MINIMUM FROM
. , ., �
PATE Of 501E TESL APRIL24, 001
__�_,�_
,
r
r ,
•
99.60
IMM
10 FL MINIMUM
M1O FT. MINIMUM FROM SLAB OR CRAWL SPACE
N' AND :
CLEAN S
-1i
„
.
SOIL TEST DON 8 T R N IN RIN
E Y t' ���€�_��_G
i
..,
WITNESSED 8Y MURPHY
{
• :,,:,
:
COVERS E
covERs Du ao PVC PIPE
4 SCHEDULE
LOAM AND SEED ,
LO
_
' OBSERVATION HOLE 1-
ELE v. �
' 9'.50
_ ?lON H0
E 2
`ELEv.
, ,
. .,..
r
PER FT.
MIN. PITCH 1f8 P
.' OF
2
'_
PERCOLATION RATE < 2
MIN, NCH
II
AT -' 4 N
_.`�... INCHES PERCOLATION A
RTE
>MIN./INCH
IN C HORIZON
.,
f
- _LAYER
1 8 T01 2
% /
'
DEPTH HORIZ TEXTURE
E COLOR MOTT. OTHER DEPTH HORIZ :; TEXTURE
.,COLOR.
,,
.:MO TT
0 •
OTHER
.. :,,
..
:>
4 CAS 7 IRON -
WASHED `STONE
7.50 AX.
X MIN.
N
_VENT
NOT
- -
0-11 A LOAMY SAND
107R5 3
I
_
NO.. ROOTS 0 9 Flll
; _ ...
..,..
F
•
... 3.00
-PIPE.'
' OR EQUAL M INIMUM
,:
..
,
.'
..
e,_
..... ..
..
k ,.. s .
, ,-
PITCH 1 4 PER F7.
/
�
_ —
t CU. FL OF
_
B LOAMY SAND
2.5 4
Y7J
—
ROOTS 9 19 A LOAMY
A
SND
10YR5 3
NO
ROOTS
i
CONCRETE
,
c
i ,, , ....t..
,.,....
FLOW U E. :
94.50 .' m
ANCHOR
�
4 132 Cl MEDIUM
DIU SANG
2.5Y8 1
/
_'
19 27 B LOAMY
SAND:
t0YR6 6
_
ROOTS
...
F. ..
....... ...
,.
.
t_
ELEV, 9A.50
10
MIN. .- ..
q
94.75 y 0
e o _ ` - _:- o
eve ..
n_ 0
7-126 Ct ,. MEDIUM
SAND
_
0
1 YR6/1
[
I,
.t-....
,. . •
, . i : • .
3 ....,...-.,:.. >
..,, .'
,:� ..
,. ��'f LE VES
.- 6 SUP .' 94.
A 4. 0 ELEV. ��_
ELIE
a �M.o� . moo= „ _,_
__ . � _ -- a
o>e tee.., .. ._ EIEV.1.
93.17
B
:'.
BAFFLE
.St
-' `
�
, •
o;
DISTRIBUTION_
,
;. ,. r
• ,,. , .,�.,. , to
T ...
ELEV.f:
BOX
Q HIGH CAPACITY INFILTRATORS WITH
STONE IN AN Z.
"
y
0 y�
� l
�
.,.
,.. , ,......
:
...... :. a cFcr :.
... ,OU
.. (TO
, 14 INCHES .,
PLACED ON FIRM BASE
BE ) TO 8E WATER TESTED
..
, _
`� � 5.27
N Y �!S' Y tae TRENCH FORMATION -
_
,. s
ti .c. I