HomeMy WebLinkAboutEngineered Plan - 2001ACCE55 COVERS MUST BE WITHIN
TP►1
PERCOLATION =
6" -OF FINISH GRADE
IS MORE THAN ONE OUTLET.
9' MINIMUM.
'
NVER:T ELEVATIONS:
DES I GN CR l TER IA:
GENERAL -NOTES:
-
3MAXIMUM COVER
FIRST 2' TO
7. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
INVERT OUT. SEPTIC TANK #1:__98.
0
DESIGN FLOW:
TP +� !
_
BE LEVELMIN
2" OF PEASTONE
INVERT OUT SEPTIC TANK *2:
;
97.4
3 BEDROOMS AT //0 G.P.D. PER
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
4' D/AM PIPE
INFILTRATOR CHAMBERS
r
roe.z
;INVERT 1N DIST. BOX:
96.4
BEDROOM EQUALS 330 G.P.D.
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
W/3.5'r STONE AROUND
t`l
0'
100.3
314" - 1 112' D/A.
1I NVERT OUT DIST. BOX:
96.23
o S
#1.98.0 96.23
IOYR
T/O'
�'
DOUBLE WASHED STONE
!INVERT IN LEACH CHAMBER:
96. 13
NO GARBAGE GRINDER
2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
GAS _ 2.97.4 ��� 96.13
eAFFCE
;i
EXISTING8.
1
95.3
BOTTOM OF LEACH CHAMBER:
95.3
AND BACKFILLED
SET. SEE SITE PLAN.
SEPTIC TANKS
96.4 5 HIGH CAPACITY
INFILTRATOR
�ADJUSTED GROUND WATER:
N/A
SEPTIC TANK REQUIRED:
2-1000 GAL 3 OUTLET CHAMBERS W/
STONE AROUND
330 G.P.O.. X 200x - 660 GAL.
J. ALL CONSTRUCTION METHOD -AND MATERIALS AND
S
SEPTIC TANKS D -BOX l0'r X 38'l 6 '/ X
l0 "d
FILL PIPE
OBS
OBSERVED GROUND WATER:
(BOTTOM
N/A
SEPTIC TANK PROVIDED: 2-1000 GAL EXISTING
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
(EXISTING)
5/8
OF .TEST HOLE �l:
90.3
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
6' CRUSHED STONE OR
26'
�I
98.1
SOIL ABSORPTION SYSTEM REQUIRED:
BOARD OF HEALTH REGULATIONS.
COMPACTED BASE
STEP. EL -100.73 t
o 0
MEQ
C)
;
-COARSE
C
JOYR
PROF i L E :
DESIGN PERC RATE ( 5 MIN/ I NCH
NOT TO SCALE
6/6
SOIL TEXTURAL CLASS - 1
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
i
EFFLUENT LOADING RATE - 0.74 GPD/SF
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER.
-r
330 GPD / 0 74 GPD/F
TLJA
eY"'
��P.• �� fI Vie• % �~__ �` �
y
LOCUS MA P
/0-0.T 1 S - 446 S.F. REQUIRED AN 3 1N DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
I' PROVIDED: 5 HIGH CAPACITY INFILTRATOR
\ i �•; ! CHAMBERS W/3.5'± STONE AROUND. A-460 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
D -Box 1 \ 460 S. F, x 0.74 - 340 GPD APPROVED_ EQUAL.
SHED APPROXIMATE LOCATION I V
�UNABOF EXISTING LEACH PITS SOIL TEST PIT. DA TA ® 6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
LE To cocarE PRECAST CONCRETE AND WATERTIGHT. D -BOX SHALL
I ND ICA TES _V INDICATES BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE
ELLIHc
C 1 1 +
1 1 + +
\
\ T^ J
\
mv
Un I `
r
1.
LOT A
40626 + S. F.
42"
1
Ngo ,
!
120' NO WATER
90.3
DATE: AUGUST 9. 2001
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERC RATE: C 2 MIN/INCH
0 /0 20 40
2 / 1B P L E-A S,A /V T S TR EEE T . MAP -51
PRE'P,4 REO FOR
OA R Y SEEL E Y
SCALE: / — 20 O.CTOBE-R 23. .2001
EAGLE SURVEY I NG I NC
_ 923 Route 6A
I �+ �� Ya rmou t hpo r t MA 02675
( 508) 362-8 1 32
( 508) 432-5333
al.
JOB NO: 01-059 1 FIELD : CFW/AFW I CAL C : SAH/CFW CHECK:. CFW J DRN: SAH
TP►1
PERCOLATION =
OBSERVED
IS MORE THAN ONE OUTLET.
TEST -
GROUNDWATER
7. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
TP +� !
5 HIGH CAPACITY
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
INFILTRATOR CHAMBERS
r
roe.z
HORIZON TEXTURE
COLOR
FOR LOCATION OF UNDERGROUND UTILITIES.
W/3.5'r STONE AROUND
t`l
0'
100.3
LOAMY
IOYR
SAND
8. EXISTING LEACH PITS TO BE LOCATED. PUMPED DRY
;i
EXISTING8.
4/2
AND BACKFILLED
SEPTIC TANKS
99 6
L OAMY
I O YR
FILL PIPE
/
i i
_
D SAND
5/8
/
ca
BM. CORNER BRICK '�
't
e
26'
98.1
-
STEP. EL -100.73 t
o 0
MEQ
C)
-COARSE
C
JOYR
SAND
6/6
ELLIHc
C 1 1 +
1 1 + +
\
\ T^ J
\
mv
Un I `
r
1.
LOT A
40626 + S. F.
42"
1
Ngo ,
!
120' NO WATER
90.3
DATE: AUGUST 9. 2001
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERC RATE: C 2 MIN/INCH
0 /0 20 40
2 / 1B P L E-A S,A /V T S TR EEE T . MAP -51
PRE'P,4 REO FOR
OA R Y SEEL E Y
SCALE: / — 20 O.CTOBE-R 23. .2001
EAGLE SURVEY I NG I NC
_ 923 Route 6A
I �+ �� Ya rmou t hpo r t MA 02675
( 508) 362-8 1 32
( 508) 432-5333
al.
JOB NO: 01-059 1 FIELD : CFW/AFW I CAL C : SAH/CFW CHECK:. CFW J DRN: SAH