HomeMy WebLinkAboutEngineered Plan - 20160
ACCESS COVERS MUST BE WITHIN
6" OF FINISH GRADE
\FIRST 2' TO
BE LEVEL -7
9" MINIMUM.
3' MAXIMUM COVER
MIN 2" OF PEASTONE
OR F l L TER FABRIC
-� 3/4" - 1 1/2' DIA.
T 102. I l0/.4 ' 2 �o DOUBLE WASHED STONE
c GAS 101.57 /0/.J
99.3
BAFFLE
3 OUTLET 2-500 GAL LEACHING CHAMBERS
EXISTING D -BOX W14' STONE AROUND. I2.8'w x 25'1 x 2'd
1000 GAL H-20
SEPTIC TANK 6" CRUSHED STONE OR
COMPACTED BASE
PROFILE : NOT TO SCALE
+ /013.0
LOCUS MAP
+103.2
INVERT EL E VA T I DNS :
INVERT OUT SEPTIC TANK:
102.1
INVERT IN DIST. BOX:
101.57
INVERT OUT DIST. BOX:
101.4
INVERT IN LEACH CHAMBER:
101.3
BO T TOM OF LEACH CHAMBER:
99.3
ADJUSTED GROUND WATER:
N/A
OBSERVED GROUND WATER:
N/A
BOTTOM OF TEST HOLE # / :
94.3
SMB E'gj ACK
L
0 /0 20 40
TRAI L
LEGEND
0 CB
-*103.9_
104.0
WATER L I NE
O
SHED
, - \+
GAS LINE
OHW-
OVER HEAD WIRES
N 88°5-rI
LIGHT POST
--E-
UNDERGROUND ELECTRIC LINE
-T-
100.8
_ - 2-500 GALLON
UNDERGROUND CABLEVISION LINE
-I- 40.4
SPOT ELEVATION
_---40 .......
- " I LEACHING CHAMBERS
)
PROPOSED CONTOUR
10'
LEACH I W/4• STONE AROUNDI
l
8. EXISTING LEACH PIT TO BE PUMPED DRY AND
B/ F- � • TPS/• _ . • •.•.•.•
+
, , I
103.6
10 .
B
IOYR
D -BOX
,
\' 104.0
T
SAND5/6
.• .... .•..........
26------------------
I -----
102.1
25'
\
MEDIUM
IOYR
INSPECT AND REPLACE INLET TEE IF REQUIRED.
oX
IST I NG 104.5 + 104.6
1 `
�PTIC TANK
I
`V
\
BRICK PATIO BM. CORNER STEP
'
\
£L -lOS. 24
1
104.8,
)
o
�
\-
Z
\
BATH KITCHEN
w
,
W
p \
\
BEDROOM BATH
O0
LIVING
ko
BEDROOM ROOM v
BEDROOM n
/
v
,
\
-- %0.841± S.F. _--
IP FND
00. 00
-100--
1,
SMB E'gj ACK
L
0 /0 20 40
TRAI L
LEGEND
0 CB
CONCRETE BOUND
-W
WATER L I NE
O
HYDRANT
G
GAS LINE
OHW-
OVER HEAD WIRES
4-
LIGHT POST
--E-
UNDERGROUND ELECTRIC LINE
-T-
UNDERGROUND TELEPHONE .LINE
- CTV-
UNDERGROUND CABLEVISION LINE
-I- 40.4
SPOT ELEVATION
_---40 .......
EXISTING CONTOUR
40
PROPOSED CONTOUR
DESIGN CRITERIA:
DESIGN FLOW:
3 BEDROOMS AT 1/0 G. P.D. PER
BEDROOM EQUALS 330 G.P.D.
NO GARBAGE GRINDER
SEPTIC TANK REQUIRED:
330 G.P.D. X 200Y.- 660 GAL.
SEPTIC TANK PROVIDED: 1000 GAL. EXISTING
SOIL ABSORPTION SYSTEM REQUIRED:
DESIGN PERC RATE C 5 MIN/INCH
SOIL TEXTURAL CLASS - I
EFFL DENT L OAD I NG RA TE - 0. 74 GPD/SF
330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED
PROVIDED: 2-500 GAL LEACHING CHAMBERS
W/4' STONE AROUND. A-47/ S.F.
471 S. F. x 0.74 - 348 G. P. D.
GENERAL NO TES :
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
2. VERTICAL DATUM ISASSUMED. FOR BENCH MARKS
SET. SEE SITE PLAN.
J. ALL CONSTRUCTION METHODS AND MA TER I AL S AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOARD OF HEALTH REGULAT l ONS .
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3 ' IN DEPTH SHALL BE CAPABLE OF WI TH-
STANDING H-20 WHEEL LOADS.
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
APPROVED EQUAL.
6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
SOIL TEST PIT DA TA ® PRECAST CONCRETE OR APPROVED POLYETHYLENE.
INDICATES INDICATES BOTH SHALL BE WATERTIGHT, D -BOX SHALL BE WATER
PERCOLATION = OBSERVED TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
TEST = GROUNDWATER OUTLET.
40"
l20" NO WATER 94.3
DATE: APRIL 20. 2016
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERC RATE: ( 2 MIN/INCH
Yarmouth
�(j�Health Department
VED
�laflne Date
P kt:tjk,
�SNOFMgS
0 .. S9C
TERRY yGs
o
AN 7
" WARNER
No. 38721
' SE°'
SEPT 1 C SYS TEM DESIGN
SS L UMBER.JACK TRA / L , MAP 74 . PARCEL 00
WEST YARMOUTH. MA.
PREPARED FOR :
RA)=A EL B O T TE NE
SCALE :
TP #/
20 '
7. BEFORE CONSTRUCTION CALL 'DIG -SAFE".
HORIZON
TEXTURE
COLOR
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
0"
HAAS
/04.3
FOR LOCATION OF UNDERGROUND UTILITIES.
INC
A
LOAMY
IOYR
( 508
SAND
2/2
8. EXISTING LEACH PIT TO BE PUMPED DRY AND
9".
-------LOAMY
103.6
B
IOYR
BACKFILLED.
SAND5/6
26------------------
I -----
102.1
9. EXISTING SEPTIC TANK TO BE PUMPED AND CLEANED.
C /
MEDIUM
IOYR
INSPECT AND REPLACE INLET TEE IF REQUIRED.
SAND
6/8
40"
l20" NO WATER 94.3
DATE: APRIL 20. 2016
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERC RATE: ( 2 MIN/INCH
Yarmouth
�(j�Health Department
VED
�laflne Date
P kt:tjk,
�SNOFMgS
0 .. S9C
TERRY yGs
o
AN 7
" WARNER
No. 38721
' SE°'
SEPT 1 C SYS TEM DESIGN
SS L UMBER.JACK TRA / L , MAP 74 . PARCEL 00
WEST YARMOUTH. MA.
PREPARED FOR :
RA)=A EL B O T TE NE
SCALE :
/ " -
20 '
APR / L
20, 2015
STEPHEN
A.
HAAS
ENGINEERING,
INC
South Denn i
P. O. B o x 16
s MA 02660
( 508
) Z62 -81Z2
IG
JOB NO: 16-019