HomeMy WebLinkAboutEngineered Plan - 1996GENERAL NO TES
THIN
ACCESS COVERS MUST BE WITHIN,
6" OF FINISH GRADE
9' MINIMUM.
I.
THIS PLAN ISFORTHE DESIGN AND CONSTRUCTION
102.0
3' MAXIMUM
COVER
OF THE SEWAGE D 1 $POSAL SYSTEM ONLY.
FI RST 2' TO
-
BE LEVEL
MIN 2'
OF PEASTONE
2.
ALL CONSTRUCTION METHODS AND MATERIALS.AND
4' PVC
-'
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
-
3!4' -
I 1/2' DIA.
CONFORM TO MASS. D.E.P.:TITLE 5 AND LOCAL
SCHEDULE 40
o Q
s94.0
WASHED
STONE
BOARD OF HEALTH REGULATIONS,
aAs
5 5 3-4'X 8' FLOWDIFFUSORS
96.0
BAFFLE
OUTLET W/4 '
STONE AROUND. I2 'X 32 '
3.
ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
__
.v
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
l0' MIN.
1500 GAL D -BOX
THAN 3` IN DEPTH SHALL BE CAPABLE OF W1TH-
SEPTIC TANK 5' CRUSHED STONE BASE
STANDING H-20 WHEEL LOADS.
4.
-ALL SEWER PIPE SHALL .BE SCHEDULE 40 OR
PROF I L E: NOT TO SCALE
APPROVED EQUAL.
5.
BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
1-800-322-4844 AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
6.
VERTICAL DATUM IS: ASSUMED
7.
FOR BENCH MARKS SET. SEE SITE PLAN.
8.
NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR. ZONING
REGULATIONS, IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
PERMITS, ,VARIANCES ETC. FOR THIS PROJECT.
loo. 3+ o0.3+
9.
IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
101,4+
-------------
'
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
+ Ior.i+ ��
�.�
99.4+
AND SOIL CONDITIONS AT THE LOCATION OF THE
85'15'!0'�'
PROPOSED BUILDING.
3-4'X 8• FLOWDIFFUSOR$
l0.'
ALL UNSUITABLE MATERIAL (A d B HORIZONS)
i�
/
� .
�-
i • • � �
�� i� 7uo,s-} �� '
� - - --• -�
'-" W/t • STONE AROUND
i
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
ror.oe /
100.e4.
FACILITY. TO BE REMOVED FOR A DISTANCE' OF 5'
-.._
AROUND _AND .,REPLACED, WITH_SAND-JN-ACCORDANCE_
//
__
99\��2
WITH T1 TLE 5.
_
/may44
:- -�
/
--_
-------
97;,
/
_ TP
----
i
/
79
7.7+
100.1+/
98.7
£
PROPOSED SDR)7.
//
N
ti
O
h
9716
--- / /�^1:. D-BOXr.
TP -45't
3
O
i 379. \\
PROPOSED THREEi�
- ---
�
N
i \\
BEDROOM OwFLLIN9-
9
SEPTIC TANK
I /
97.7+ i
i 22
O
\i OF - 102.Q
O
2
1 (
/
/ ---
PROPOSED IN TER Sf VICE
5.0
WALKOUT ' 93,5+
14�
44'1
A
i
1�
100.0
93.4,+
FOLLINS
POND
6\T
17.
L 7
LOCUS
i
3+� \` l
\\ 17. 74\Q S . F .
Ibe.
l ��
\ \\ 92.
893/5
I 1
1
\
+
/
¢
i -
e3
1 1 N 68.46'30'W 128.04'
/
99.
94.70
y
m
PAVED DRIVE
MEST
v
BENCH MARK
r
1 -
,
6R�T IrFS TFR
PK NAIL IN ROAD
EL -100.00
a �.
ROUTE 6
{
K
WHITE'S PATH
f b
�'
RAILRoA0
~•�'
l
4 ` �' f'
� '/0
..
LOCUS AIIAP
/�
. • 20
,'. 0
SOIL TEST PIT DA TA
INDICATES INDICATES
PERCOLATION OBSERVED
TEST _ GROUNDWATER
TP# I Tp • 2
GRND EL. 97.9 GRND EL. 96.8
G. W. EL. 85. 9 G. W. EL. NIA
0. MORIZON TEXTURE COLOR OTHER 97.9 0. HORIZON TEXTURE COLOR OTHER 96.8
O ! -'1 V
3 • ......... I97.73 .......................
... .96.6
A LOAMY IOYR A LOAMY IOYR
SAND 312 SAND 312
9 •,..............................................................� 97.2 7* . ............ .. _........................................ 96.2
OAMY IOYR - - LOAMY -` IOYR -
B LSAND 414 •� B $AND 414
.............................................� ................... ............
37' 94.8 22 --�• •• ••• ••• •••• 95.0
C / 1IEDlUM IOYR COBBLES I C / SANDY I0YR COMPACT
SAND 714 GRA VEL L OAM 711
64 " (LOAMY) I 54 '......
................:...........
........ 92.3
C2 MEDIUM IOYR COBBLES
SAND 714 GRAVEL
68'
144" 85,9
150 *1 85.4 120" NO WATER 86.8
DATE: JULY J. 1996
TEST BY: STEPHEN HAAS
WITNESSED BY: RON CADILLAC
PERC RATE 2 MIN/INCH '
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