HomeMy WebLinkAbout83-5 & 13 - Sewage Disposal SystemSWAMP Y v_
EDGE OF
PROPOSED 'L
110.3 0l 201
COVEe I I +
a I I o
1 (
PUMPING 0
EXISTING13 I I
WOOD COVE (EXISTINGI a
CHAMBER 3
1 �
44 3 4491
_ i
X 0 -- "- o O EG ` 4 5') X
7O-� - -- -_ _ - \ - 40.3 - / 3 ce of `� 1 7
3 O APr, op SEp -
300C }
Wfl o F- / 9' G 5' r VENT W
0 Q
J -
J COPS i i HEADER -
�� A � P� — � ,p •II � oJF' � _
EOPE COVE N
O
0 _ m O
v IP � I _
0 IFND� �'... i`DT PIT 0 0
m _ _ — SHG —� 40' +- P�. 4 ..= G x4 -
wd I � i — - _ Of
m 0 EDGE I DIST
m
0 � I� � FaD�
PIT, I
04 36
to
_ _ _ C DIS 121 4
CB
11
NO
EDGE OF PARKING LOT _ ---� re
_j1_1 E OF TCR
4.65 fi � / _ ... - - �_CATCH
..
MHB �I P END S 79° 50' 50" W BASIN
FIND
OF TA
O 8 50' WIDE
ROUTE 2E3
STATE HIGHWAY
PL�1(V
SCALE - 1:30
EXISTING ELEVATIONS SHOWN- \ -ARE IN FEET ABOVE
WATER LEVEL IN SWAMP 4-9-73
PROPOSED GRADES ARE SHOWN -
I
GENERAL NOTES
a•`� --
PIPE USED STACK TO SEPTIC TANK.
DIAMETER CAST IRON COVERS AND FRAMES SET AT FINISH
GRADE WHERE INDICATE
TAB[_ e
3.ALL
JOINTS TO BE WATERTIGHT
WITH THE EXCEPTION OF THOSE USED IN
THE CONSTRUCTION OF
�LE�' TO 1S FINISHED
GRADE
ALL CONCRETE TO BE
4,000 PS.I. AT 28 DAYS.
INVERT E LE C�.'s
_
ENT PER A.S.TM. SPEC. A -15-57T CAPABLE OF
WITHSTANDING H-20 W
PUMn TASK -^• -
P T :. �v TA4Y FJ':- CH PJ4P
CH TANK
BOX PIT
0 JOINTS 70 BE ASPHALT CEMENT.
P--ATERIAL Ut-ISUITABLE FOR LEACHING WITHIN THE AREA
BLDG
STACK
EXIT
IN OUT IN OJT IN
r
__ TOP _ - __ �''o E^' `�
CLEAN SAND FILL.
-
3.36 -- 692 667 6 17 60, 1 =
20 673 529 675 241 834 -,. _ =.=, - 9 O
F -H 5 BO/B
7_
3.48
THE TOWN OF N': =,A -`--HAND THOSE OF THIS PLAN.
Z
�t = DETE=RMINED O'. SI—F-
W
—
FLOW �ES/G-V "ATA
ESTIMATED DAILY FLOW OF 2000 GALLONS
SEPTIC TANK CAPACITY AT i!:00' = 3000 GALLONS. USE A 3000 GST,
LEACHING AREA AT 2GAL /S FT -!000 SO FT USE 4 PITS 6'X4'
WITH 3' OF STONE TO GIVE 4, TOTAL EFFECTIVE LEACHING AREA OF 10`_c S� FT
12'-0"
4 N
11
23" DIA ER HEAVY DUTY
C AND FRAME SET AT
FINISH GRADE
:CAST
PIPE
/6-/2
�_I WASHED STONE
B 22" MIN. DEPTH
/4-'/2
"1 '
4_ 1 2 WASHED STONE
6.-0.1 3,_O�•I
I� SECTION
LEACHING PIT
3
SCALE: "B" = P -O"
21"
17�
PLAN
9 21131/z
FIRST LENGTH OF PIPE
LAID LEVEL
24" HEAVY DUTY CAST IRON
COVER AND FRAME SET AT
FINISH GRADE
SECTION
[DISTRIBUTION BOX
LEACHING AREA:
TT 12 4 = 150.72
TT 36 = 113.04
263.76 SQ FT.
r
3/8" 0 RODS TOP H. BOTTOM
— — —
I I I
GENERAL NOTES
I. HEAVY DUTY CAST IRON
2.HEAVY DUTY 18"8a 24"INSIDE
PIPE USED STACK TO SEPTIC TANK.
DIAMETER CAST IRON COVERS AND FRAMES SET AT FINISH
GRADE WHERE INDICATE
-
3.ALL
JOINTS TO BE WATERTIGHT
WITH THE EXCEPTION OF THOSE USED IN
THE CONSTRUCTION OF
THE LEACHING PIT
4,
ALL CONCRETE TO BE
4,000 PS.I. AT 28 DAYS.
S.
ALL STEEL REINFORCE
ENT PER A.S.TM. SPEC. A -15-57T CAPABLE OF
WITHSTANDING H-20 W
EEL LOADING OF 20,000 POUNDS.
S.
7
ALL SHIPLAP AND KEY
ALL LOAM AND ANY OTHER
0 JOINTS 70 BE ASPHALT CEMENT.
P--ATERIAL Ut-ISUITABLE FOR LEACHING WITHIN THE AREA
w
OF THE PIT PLUS 25' OR
WITHIN PROPERTY LINES TO BE REMOVED AND REPLACED WITH
CLEAN SAND FILL.
-
6.
ALL CONSTRUCTION A
PROVISIONS OF ARTICLE
D MATERIALS TO BE IN ACCORDANCE WITH THE
= CF THE STATE SANITARY CODE, THE RESTRICTIONS
7_
AND LIMITATIONS OF
THE TOWN OF N': =,A -`--HAND THOSE OF THIS PLAN.
4 N
11
23" DIA ER HEAVY DUTY
C AND FRAME SET AT
FINISH GRADE
:CAST
PIPE
/6-/2
�_I WASHED STONE
B 22" MIN. DEPTH
/4-'/2
"1 '
4_ 1 2 WASHED STONE
6.-0.1 3,_O�•I
I� SECTION
LEACHING PIT
3
SCALE: "B" = P -O"
21"
17�
PLAN
9 21131/z
FIRST LENGTH OF PIPE
LAID LEVEL
24" HEAVY DUTY CAST IRON
COVER AND FRAME SET AT
FINISH GRADE
SECTION
[DISTRIBUTION BOX
LEACHING AREA:
TT 12 4 = 150.72
TT 36 = 113.04
263.76 SQ FT.
r
3/8" 0 RODS TOP H. BOTTOM
— — —
I I I
T
I
KI
m
a
7 -9
PLAN
CAST IRON COVER H.
FRAME @ GRADE��-
TURN ON
EL. 1.84
O OFF EL.
p N 1.17
I
II
�� X11,.
e. ON ( 1 I I L.
\� I
II II
I II 1
4' 5'
PLAN
24" EXTRA HEAVY DUTY CAST IRON
4"
2 -EN PO
60 GPMtm
IS'T. D. H.
I" PITCH
' 4,1
SECT 1 ON
PUMP CHAMBE
(750 GST)
SCALE ' 1/2" = 1'-0
SEC-FIC3 1
DETAIL 3000 GALLON SEPTIC TANK
SCALE: 3/8"= 1'-0"
m
" PITCH
r
6X6 R 10
STEEL MESH
WALLS
ALL SIDES
e —/
In
a
w
(f
W
w
�
w
0
Z
7_
Z
Z
W
—
n
LI
0
6X6 R 10
STEEL MESH
WALLS
ALL SIDES
e —/