HomeMy WebLinkAboutEngineer PlansTOP FNDN ELEV. 43.1'± SYSTEM PROFILE
(Nor ro SCALE) PROVIDE 2 RISERS WITHIN 6"
ACCESS COVERS (WATERTIGHT) TO ACCESS COVER (WATERTIGHT) TO OF FINISH GRADE
WITHIN 6" OF FIN. GRADE
MINIMUM .75OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
'
38.0' 2% SLOPE REQUIRED OVER SYSTEM
35.0' - 36.0'
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE
4L4'±* FOR FIRST 2' /
_ PROPOSED 1500 3' MAX.
33.85' GALLON SEPTIC 33.60'
TANK (H- 20) GqS (TEE 33.0'
BAFFLE 32 43'
*THE INSTALLER SHALL VERIFY THE (LONGEST)
LOCATIONS OF ALL UTILITIES AND ALL PROVIDE COVERS TO
BUILDING SEWER OUTLETS AND ELEVATIONS RADE
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM
28.5'
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON INV. IN 26.50'
SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE
ALARM ON 1a"TEE SLOPE TO DRAIN BACK TO PC
FLOAT SWITCH WEEP HOLE
SETTINGS: PUMP ON 10°T1HIS SIDE�N CHECK vALVE. HALLETS MILL POND
8" WORKING RANGE 6� of BAFFLE MYERS SRM 4
8� SUBMERSIBLE 4/10 HP PUMP (TIDAL)
PUMP OFF 18' SYSTEM (OR EQUAL)
000
000000 00 00 0000
6.64
GAS 6" BAFFLE
BAFFLE 5
.66
1500 GAL. H-20 SEPTIC TANK/PUMP CHAMBER COMBINATION fl'9XIsGL11.3
(NOT TO SCALE)
WATERPROOF/WATERTIGHT #z7_Q3' 0s4„
FOR PROPOSED POOL CABANA:
USE (1) H-20 1500 GAL. SEPTIC TANK/PUMP CHAMBER
COMBINATION
USE (1) H-20 D'BOX WITH INLET TEE
2" PRESSURE LINE TO PROPOSED LEACHING FACILITY
(SEE SITE PLAN VIEW FOR PROPOSED INVERTS AND
LENGTH OF PIPING)
FOR MAIN DWELLING
SEPTIC DESIGN:NOT ALLOWED
(GARBAGE DISPOSER IS
DESIGN FLOW: _5 BEDROOMS ( 110 GPD) = 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD ( 2 ) = 1100
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: 2(59 + 10.83) 2 (.60) = 167
BOTTOM: 59 x 10.83 (.60) = 383
TOTAL: 916 S. F. 550 GPD
USE (6) 500 GAL. LEACHING CHAMBERS (ACME
OR EQUAL) WITH 4' STONE AT ENDS AND 3' AT
SIDES
4'7.93
+6.90
W 13
11.10 J
+22.17
LQP7�
+28.48
+28.97 t QR+29.13
TO SAS# PROP. WELL
+31.00 / +28.77
+1 18.83
+.50
�C,tJ✓�C,tJ✓ +
N
FLOODZONE ELEV. 11
(= COASTAL BANK)
PROP. 4' FENCE
(PER STATE AND
LOCAL REGS)
BENCHMARK: NAIL
SET IN TREE AT
ELEV. 30:0'
POOL
PROP. CABANA
AJJtJJUKJ MAF' 112 F'AINULL ,5U
ZONING DISTRICT: R40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - LCP 13094-A
FLOOD ZONE: A3 ELEV_ 11 & C
TEST HOLE
32.60
ENGINEER: RICK JUDD, RS
E7MMED
WITNESS: BRUCE MURPHY,
O MMMM
DATE: 6/23/05
SAND/CLAY
.
CLASS II SOILS
GREY CLAY
DB -9
0 32.12'1-1
C7E3MC7
ELEV.
M OOMO
Q
0" 27.6' 0"
o
SAND
6 CRUSHED STONE OR
(14.5y SLOPE)
MECHANICAL
SL
E3
M
M M M M
M
M
M
I ' i
i j 1 i i 1
COMPACTION. (15.221 [21)
��0
j DRAIN 1 1 43.30 1
MMM
E3 M
M
M
E3
30.17
DEPTH OF FLOW = 4'
(16 % SLOPE)
1 'T ' .72 }4 .18 DRIVE
MIX
�,;1
18'
WET
`2.96
+42.57I ;
000
TEE SIZES:
26.83
REV. 10/16/05 (BOH)
REV. 3/15/06 (POOL, H-20)
TO
1
1/2" DOUBLE WASHED
LEGEND
STONE
20'
INLET DEPTH = 10
}44.44. it 1
1 PLANi1NGi =% • t_
TR. GRAVEL
H-20
CHAMBERS
_ $-zfj_ - i _.. 42.33
+27.64
9.67'
OUTLET DEPTH = 14"
100.0
PROPOSED SPOT ELEVATION
1�2
AO
+z80y l3A)
8.49
ODA)
PROPOSED
1.
DATUM IS NGVD
127.44 .`
+27.82
BOTTOM
TH 2 ELEV. 20.5'
FOUNDATION- 52' SEPTIC TANK
6' D' BOX
28'
EXISTING SPOT ELEVATION
LEACHING
- 27.67
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
FACILITY
es
*THE INSTALLER SHALL VERIFY THE (LONGEST)
LOCATIONS OF ALL UTILITIES AND ALL PROVIDE COVERS TO
BUILDING SEWER OUTLETS AND ELEVATIONS RADE
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM
28.5'
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON INV. IN 26.50'
SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE
ALARM ON 1a"TEE SLOPE TO DRAIN BACK TO PC
FLOAT SWITCH WEEP HOLE
SETTINGS: PUMP ON 10°T1HIS SIDE�N CHECK vALVE. HALLETS MILL POND
8" WORKING RANGE 6� of BAFFLE MYERS SRM 4
8� SUBMERSIBLE 4/10 HP PUMP (TIDAL)
PUMP OFF 18' SYSTEM (OR EQUAL)
000
000000 00 00 0000
6.64
GAS 6" BAFFLE
BAFFLE 5
.66
1500 GAL. H-20 SEPTIC TANK/PUMP CHAMBER COMBINATION fl'9XIsGL11.3
(NOT TO SCALE)
WATERPROOF/WATERTIGHT #z7_Q3' 0s4„
FOR PROPOSED POOL CABANA:
USE (1) H-20 1500 GAL. SEPTIC TANK/PUMP CHAMBER
COMBINATION
USE (1) H-20 D'BOX WITH INLET TEE
2" PRESSURE LINE TO PROPOSED LEACHING FACILITY
(SEE SITE PLAN VIEW FOR PROPOSED INVERTS AND
LENGTH OF PIPING)
FOR MAIN DWELLING
SEPTIC DESIGN:NOT ALLOWED
(GARBAGE DISPOSER IS
DESIGN FLOW: _5 BEDROOMS ( 110 GPD) = 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD ( 2 ) = 1100
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: 2(59 + 10.83) 2 (.60) = 167
BOTTOM: 59 x 10.83 (.60) = 383
TOTAL: 916 S. F. 550 GPD
USE (6) 500 GAL. LEACHING CHAMBERS (ACME
OR EQUAL) WITH 4' STONE AT ENDS AND 3' AT
SIDES
4'7.93
+6.90
W 13
11.10 J
+22.17
LQP7�
+28.48
+28.97 t QR+29.13
TO SAS# PROP. WELL
+31.00 / +28.77
+1 18.83
+.50
�C,tJ✓�C,tJ✓ +
N
FLOODZONE ELEV. 11
(= COASTAL BANK)
PROP. 4' FENCE
(PER STATE AND
LOCAL REGS)
BENCHMARK: NAIL
SET IN TREE AT
ELEV. 30:0'
POOL
PROP. CABANA
AJJtJJUKJ MAF' 112 F'AINULL ,5U
ZONING DISTRICT: R40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - LCP 13094-A
FLOOD ZONE: A3 ELEV_ 11 & C
TEST HOLE
LOGS
ENGINEER: RICK JUDD, RS
;®
WITNESS: BRUCE MURPHY,
RS/ HOLLY DOWDEN
DATE: 6/23/05
SAND/CLAY
PERC. RATE = 6 MIN/INCH
CLASS II SOILS
GREY CLAY
FAILED
`1
ELEV.
ELEV.
Q
Q
0" 27.6' 0"
34.0'
SAND
Ap
12'
SL
FILL
g"
1OYR 4/3
36'
I I +42.41 i � A- 43,71
; t4260
Bw
I ' i
i j 1 i i 1
SL
ORGANIC
j DRAIN 1 1 43.30 1
PEAT
1OYR 4/6
16
32.67'
WATER WEEP 0 40"
72" C STONES,
COBBLES,
C BOULDERS
SL
PERC
74"
SANDY 2.5Y 6/4
CLAY
LOAM
HOARD OF HEALTH 0 N
29.77 +28.43 °� 168" 162" 20.5'
MA
APPROVED DATE
PROP. H-20 1500 GAL. + .os NGWE
SEPTIC TANK/PUMP
CHAMBER COMBINATIO H1
INVERT IN ELEV. 26.86
26.50'
PROVIDE APPROX. 172'
OF 40 MIL LINER AT 5'
OFF SAS,
SURROUNDING
PERIMETER. TOP AT
ELEV. 33.0', BOTTOM
AT ELEV. 29.O'---=:::7-
BORINGS
Q ELEV. 4 ELEV. 4 ELEV.
TOP &
;®
SUBSOIL
3'
SAND/CLAY
'
I
GREY CLAY
-
`1
SILTY
p
GRAY/BLACK
°F 30 HALLET STREET (RTE 6A)
8
SAND
12'
+27.75
L0
13'
SAND/CLAY
I I +42.41 i � A- 43,71
; t4260
MIX
I ' i
i j 1 i i 1
13'
SAND TR.
j DRAIN 1 1 43.30 1
14'
WET
; ; 2.401, .' T43.23 it
15'
-
I+442j +42.33 to o� 1 1
144.p,�,��f�,�, PAVED ;
30 0 30 60 90
+28.69
1 'T ' .72 }4 .18 DRIVE
MIX
�,;1
18'
WET
`2.96
+42.57I ;
\T
GREY SILTY
26.83
REV. 10/16/05 (BOH)
REV. 3/15/06 (POOL, H-20)
SAND/CLAY
NOTES:
LEGEND
.87
42.6 +'42.58
20'
DRY
}44.44. it 1
1 PLANi1NGi =% • t_
TR. GRAVEL
_ $-zfj_ - i _.. 42.33
+27.64
100.0
PROPOSED SPOT ELEVATION
1�2
AO
+z80y l3A)
8.49
ODA)
1.
DATUM IS NGVD
127.44 .`
+27.82
2.
MUNICIPAL WATER IS EXISTING
100x0
EXISTING SPOT ELEVATION
- 27.67
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
es
100
PROPOSED CONTOUR
1'"
;
PROVIDE INSULATING
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
1p +27.24
BLANKET/REQUIRED SOIL COVER
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
100
EXISTING CONTOUR
+2720
;�
OVER PIPING
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
I>
ENVIRONMENTAL CODE TITLE V.
B2 �
TEST BORING
}27.D8
+2756
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
0 29.72
USED FOR LOT LINE STAKING.
+27o4
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
'
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
1
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
1
FROM BOARD OF HEALTH.
10.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
15
17'73
}25.91
282
TO COMMENCEMENT OF WORK.
41.
+28 .6
Q
11.
PUMP AND REMOVE EXISTING SEPTIC SYSTEM. ALL EXIT SEWER LINES
u
`
+ .ol
MUST CONNECT TO PROPOSED SEPTIC TANK. NOTE: FUTURE
ca
\ +27.12
ADDITION (TO STREET SIDE OF DWELLING) WILL CONNECT TO
THIS PROPOSED SEPTIC TANK.
25.21
12.
ELECTRICAL PERMIT REQUIRED
PROVIDE APPROX. 172'
OF 40 MIL LINER AT 5'
OFF SAS,
SURROUNDING
PERIMETER. TOP AT
ELEV. 33.0', BOTTOM
AT ELEV. 29.O'---=:::7-
BORINGS
Q ELEV. 4 ELEV. 4 ELEV.
TOP &
SUBSOIL
3'
TOP &
;®
SUBSOIL
3'
SAND/CLAY
'
I
GREY CLAY
-
8'
SILTY
GRAY/BLACK
°F 30 HALLET STREET (RTE 6A)
8
SAND
12'
GREY SILTY
.71 43 t44.24
t
13'
SAND/CLAY
I I +42.41 i � A- 43,71
; t4260
MIX
I ' i
i j 1 i i 1
13'
SAND TR.
j DRAIN 1 1 43.30 1
14'
WET
; ; 2.401, .' T43.23 it
15'
GREY SILTY
I+442j +42.33 to o� 1 1
144.p,�,��f�,�, PAVED ;
30 0 30 60 90
SAND/CLAY
1 'T ' .72 }4 .18 DRIVE
MIX
�,;1
18'
WET
`2.96
+42.57I ;
SCALE: 1" = 30' DATE: AUGUST 9, 2005
GREY SILTY
42.45.
� � 4280 1
+ .55 1 `1, 1
REV. 10/16/05 (BOH)
REV. 3/15/06 (POOL, H-20)
SAND/CLAY
+ .63 ;
II T44. 'F �. +4270 -'42.31
MIX
.87
42.6 +'42.58
20'
DRY
}44.44. it 1
1 PLANi1NGi =% • t_
TOP &
SUBSOIL
3'
TOP &
;®
DENSE SILTY
3
SAND/CLAY
'
I
GRAVEL
-
8'
DRY
BROWN/GREY
°F 30 HALLET STREET (RTE 6A)
A
"
CLAY
12'
TR F. GRAV
.71 43 t44.24
t
13'
DRY
I I +42.41 i � A- 43,71
; t4260
FINE -MED
I ' i
i j 1 i i 1
PREPARED FOR: ALLEN & GLORIA CARSON
SAND TR.
j DRAIN 1 1 43.30 1
14'
BROWN CLAY
; ; 2.401, .' T43.23 it
15'
DRY
I+442j +42.33 to o� 1 1
144.p,�,��f�,�, PAVED ;
30 0 30 60 90
FINE MED.
1 'T ' .72 }4 .18 DRIVE
SAND
�,;1
16'
DRY
`2.96
+42.57I ;
19'
off 508-362-4541
fox 506 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
41.
+27.74 /
x/+30.43
u
v +42.12
k':CK
'__'__DECK
EXISTINGDWELLING
TOP CONC BLOCK ".`IDN.
ELEV = 43.1'
`)+W3.95 I 1
1
1143.89 !r 1
14-,_ BRICK
45.27
PROP H-20 1500
GAL SEPTIC TANK
EXISTING
CESSPOOL CESSPOOL
+48.37 I
+49.82 '
0.50
+48.57
11
TOP &
;®
SUBSOIL
3
DRIVE
'
I
-
SILTY GREY
-
BROWN SAND
DENSE GRAY.
°F 30 HALLET STREET (RTE 6A)
A
"
DRY
12'
m
.71 43 t44.24
t
YARMOUTH (PORT)
FINE -MED
I I +42.41 i � A- 43,71
; t4260
SAND/THIN
I ' i
i j 1 i i 1
PREPARED FOR: ALLEN & GLORIA CARSON
LAYER OF
j DRAIN 1 1 43.30 1
14'
SILTY SAND
; ; 2.401, .' T43.23 it
FINE -MED
I+442j +42.33 to o� 1 1
144.p,�,��f�,�, PAVED ;
30 0 30 60 90
SAND BROWN
1 'T ' .72 }4 .18 DRIVE
DRY
�,;1
16'
`2.96
+42.57I ;
SCALE: 1" = 30' DATE: AUGUST 9, 2005
FINE MED
42.45.
� � 4280 1
+ .55 1 `1, 1
REV. 10/16/05 (BOH)
REV. 3/15/06 (POOL, H-20)
SAND
+ .63 ;
II T44. 'F �. +4270 -'42.31
BROWN
.87
42.6 +'42.58
18'
DRY
}44.44. it 1
1 PLANi1NGi =% • t_
TR. GRAVEL
off 508-362-4541
fox 506 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
41.
+27.74 /
x/+30.43
u
v +42.12
k':CK
'__'__DECK
EXISTINGDWELLING
TOP CONC BLOCK ".`IDN.
ELEV = 43.1'
`)+W3.95 I 1
1
1143.89 !r 1
14-,_ BRICK
45.27
PROP H-20 1500
GAL SEPTIC TANK
EXISTING
CESSPOOL CESSPOOL
+48.37 I
+49.82 '
0.50
+48.57
11
ROUTE 6A
Yarmouth Health Department
APPROVED
.14 2 z7-j�1
Date
o�vkA�.Z OF 44s`S9 MAR 1 7 2006
�,tH OF,yis
AR. cyN o`'� ARNEH.S�Osa HEALTH DEPT.
OJA OJALA /
CIVIL 010
No.2 �No.307977
STER�d33\� DATE
;®
STONE B1 WIRE
+e '
4.6'1
DRIVE
'
I
�
TITLE 5 SIT' PLAN",h¢3.17
P43.56I
'F43.04 +43.7
°F 30 HALLET STREET (RTE 6A)
A
"
B2® 43.1
d �; z4
+39
.+ 41 1 A
IN THE TOWN OF:
m
.71 43 t44.24
t
YARMOUTH (PORT)
m
I I +42.41 i � A- 43,71
; t4260
0 5.90
m
I ' i
i j 1 i i 1
PREPARED FOR: ALLEN & GLORIA CARSON
Z
j DRAIN 1 1 43.30 1
m
; ; 2.401, .' T43.23 it
I+442j +42.33 to o� 1 1
144.p,�,��f�,�, PAVED ;
30 0 30 60 90
1 'T ' .72 }4 .18 DRIVE
�,;1
`2.96
+42.57I ;
SCALE: 1" = 30' DATE: AUGUST 9, 2005
5.4
42.45.
� � 4280 1
+ .55 1 `1, 1
REV. 10/16/05 (BOH)
REV. 3/15/06 (POOL, H-20)
+ .63 ;
II T44. 'F �. +4270 -'42.31
.87
42.6 +'42.58
}44.44. it 1
1 PLANi1NGi =% • t_
QI2@[E0dIE D
_ $-zfj_ - i _.. 42.33
ROUTE 6A
Yarmouth Health Department
APPROVED
.14 2 z7-j�1
Date
o�vkA�.Z OF 44s`S9 MAR 1 7 2006
�,tH OF,yis
AR. cyN o`'� ARNEH.S�Osa HEALTH DEPT.
OJA OJALA /
CIVIL 010
No.2 �No.307977
STER�d33\� DATE