HomeMy WebLinkAboutEngineered Plan - Rev. 1996� - IG 8 �,SDESM N
Des i.n Flow: U oo
9 : _bedrooms Cad ///�ga I /day
,,��� Sept i c Tank 1 . x 200% _ B609a
1500 Ga I , Tank
eac i 11H ac f i t y
/V80
8o I /2 .
" d
vas'ed _ Bottom
stone S i des ov1G
ELEV. Z�3 set level 'first 2' 2
EV. �B 3/4.t . I I/2 O/G
washeod TOTAL -¢�25- Go
rya
_ stone
Note. Garbage disposal is notpermitted with this design.
SEE
14 DETAIL :.....: 1/8' o I/2�
.....................................................• -
................. ......
t
was a /�/ e
Use 6' crushed stone I` X �2f/ -�'I 0 / /- AP
2� G o/ See 3/D ..
stone
under Septic Tank and 05e -e-
0 1/ �" ON
p ¢� ` ) 3/4't o I z
D -Box j FLEV_ /y7 ; Assessors Mop 7
LAV. 25.2 Aa! G1,�...................................._�. Parcel N137
washed 6
sf one
ELEV 2 .O J
- /2 1/.�% ---•� Area - 15. 000 S.F.
1500 GAL D -BOX LEACHING FACILITY SECTION
SEPTIC TANK
TEST HOLE # L TEST HOLE 2
T
1
=PTI C TANK
OUTLET
:Ow
GAS BAFFLE DETA IL
N. T. S.
26
SYSTEMPROFILE
Not to soo e GROUNDWATER ADJUSTMENT o"
Groundwater Found
Index Well 4/h, -230�r
y—
Z n e G (25.0 ---
Ad * . G . W . depth - S, 7
El e v : /yam _3�
NOTE ''
CB DH 2� �i�s��'a�3/� 5ai/ cc�e /0,6� �e�avea�
EL'
27.40 0.
_
SANDY LOAM
10 YR 4/2
LOAMY SAND
. 10 YR 5/8
FINE SAND
10 YR _6/6
SILTY FINE SAND
205 YR 6/3
_SILTY F I NE_SAND
SILTY LOAM-----
MEDIUM SAND
EL..
25.40
SANDY LOAM
A
B
VERY FINE SAND
SILTY FINE SAND
y G.W. F n d .
51 LTY LOAM
MEDIUM SAND
CI
C2
.�.i 122" 1"32 1-Ae
29.6 0®0 NATE / NO WATER
28 X50•
00 4��o/�filiC�/D/7
�. a 28 6 ._-��� - �'o✓e'�`�9 arc f� �� y�Q��✓�oso�/��o%s DATE: 1 1/16/95
9CA -
Foos ,- } •,� �) Gt�as/�/Nac%��e /s 7�n . Le comoec. �e� PERFORMED BY: Martin E. Moran . P . E .
2 3
0
0
0
0
24.6
23
CB DH
FND
T� GB
f
2 rA' . Qs 2�CC
��ser' Ve//;7 ��f>�/cl
....... •• i/
X 2 8. 6 o xz .. I,,- G)
H.
C)
G
WIINESS :P. Bryanton.B.O.H.
DESIGN RATE: < 6 min./in.
PERCOLATION TEST. # 1
DROP TIME
12' - 9 " 9 min 50 s.e c .
' 26. ��ar�. 9" - 6" 17 min . 25 sec.
1jc55 - i� Gc. �jO f�i 0x 7!f iilG%iBS LALT�H7D Zs • 4 21:�L. n`_X�. ��%.996Ix Grs� �pEPT.
i 2 6i CF
, C✓
-2 P ii _ w.�jx sMv A 0 OR
'' .i, - ice; / T
MORAN E • �i. �Oi1 I N E E R 4 NG � 11 I I C
L- `ter' - J, I L .
��1°nfovPOLE t ..
o CB DH FND 941 MAIN N STREET . SO HARWICH. MA 02661
432-2878
150. 0 HYDRANT
I
• w f,
f - 25.3 S l TE PLAN & SEWAGE DISPOSAL SYS TEM IN YARMOUTH
23.4
FOR
OXFORD FINANCE,
/9 SEDGEVJI CK PA TH 'YARMOUTH..MASS .
PROJECT: 95-380 SCALE: I " a 20 ' DATE: l 2/r'2 /95
�-ThZ
oD»hedSidn 3eTi..eev aotrc.y 'Sr?i17, 4,7eS
ifU
2 .7
24
23
CB DH
FND
T� GB
f
2 rA' . Qs 2�CC
��ser' Ve//;7 ��f>�/cl
....... •• i/
X 2 8. 6 o xz .. I,,- G)
H.
C)
G
WIINESS :P. Bryanton.B.O.H.
DESIGN RATE: < 6 min./in.
PERCOLATION TEST. # 1
DROP TIME
12' - 9 " 9 min 50 s.e c .
' 26. ��ar�. 9" - 6" 17 min . 25 sec.
1jc55 - i� Gc. �jO f�i 0x 7!f iilG%iBS LALT�H7D Zs • 4 21:�L. n`_X�. ��%.996Ix Grs� �pEPT.
i 2 6i CF
, C✓
-2 P ii _ w.�jx sMv A 0 OR
'' .i, - ice; / T
MORAN E • �i. �Oi1 I N E E R 4 NG � 11 I I C
L- `ter' - J, I L .
��1°nfovPOLE t ..
o CB DH FND 941 MAIN N STREET . SO HARWICH. MA 02661
432-2878
150. 0 HYDRANT
I
• w f,
f - 25.3 S l TE PLAN & SEWAGE DISPOSAL SYS TEM IN YARMOUTH
23.4
FOR
OXFORD FINANCE,
/9 SEDGEVJI CK PA TH 'YARMOUTH..MASS .
PROJECT: 95-380 SCALE: I " a 20 ' DATE: l 2/r'2 /95
�-ThZ
oD»hedSidn 3eTi..eev aotrc.y 'Sr?i17, 4,7eS
ifU