HomeMy WebLinkAbout130 Midpine Road - Sewage Disposal PlanTOP OF
EL53.2
FOUNDATION
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EL. 68.5
FINISH GRADE
'z
EL. 67.0
.o.
MUST BE NOTIFIED WHEN CONSTRUCTION IS
3/4" -1-1/2" DOUBLE
COMPLETE PRIOR TO BACKFILLING.
EL 60 20
4. ANY CHANGES IN THIS PLAN MUST BE APPROVED
4'
WASHED CRUSHED3/4'
8.4'
OF HEALTH.
-1-112" DOUBLE 4
MIN.SLOPE 1%
STONE
COMPLIANCE WITH THE STATE SANITARY CODE
o-
/
='
REGULATIONS.
r
STONE
NOT INTENDED FOR SOLAR ENERGY PURPOSES.
7. WATER SUPPLY: MUNICIPAL WATER SYSTEM.
BOTTOM T.H.#2 EL.
r
9. THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL
BENCHMARK
GROUND DISTURBANCE OR VEGETATION REMOVAL
r) 'P
WITHIN 100' OF WETLANDS,INLAND OR COASTAL
CAPE & ISLANDS ENGINEERING
BANKS OR FLOOD HAZARD ZONES.
LEGEND
BSMT.FLR.
`.
ELEV.60.5
--52--- EXISTING CONTOUR
OBSERVATION PIT
❑ DISTRIBUTION BOX
v, ii �: M1:r 0io
� •`n',t' ta'J
,
i
O5
0 0 o SEPTIC TANK
w
SOIL ABSORPTION SYSTEM
\
\
RESERVE RESERVE AREA
WATE
\
22,26 PIPE INVERT ELEVATION
32.00'
0 0
0
�.
PAS. EL.
.rw
FINISH GRADE OVER
SEPTIC TANK 66.4
!_RISERS TO 6"
OF FINISH GRADE
W 6"
MIN.
13" MIN. Tl;
PVC OR CAST IRON TEES
GAS BAFFLE
1500 GALLON w
PRECAST CONCRETE
H-10 REINFORCED S
0
c
10,
SEPTIC TANK
INSTALL ON COMPACTED LEVEL BASE
SYSTEM PROFILE
NOT TO SCALE
FINISH GRADE OVER
DISTRIBUTION BOX 66.2
1%
OUTLET PIPE(S) LEVEL
FOR 2'(MIN.1% SLOPE
6" SUMP
63.75 63.43 63.26
DISTRIBUTION BOX
MINIMUM INSIDE DIMENSION 12"
OUTLET INVERTS 2" BELOW INLET INVERT
MINIMUM CONCRETE WALL THICKNESS 2"
INSTALL ON COMPACTED LEVEL BASE
m
7J
to \
I�
of
®#2 LOT 110
43,500 SF.
< % \ g GARAGE
!p, °\x_66 \\ w
,v ckf
\ O
\ \ 121.04'
C.BASIN
PLOT PLAN FIRESTONE DRIVE
SCALE: 1" = 30'
FINISH GRADE
OVER TRENCHES 66.0
PRECAST CONCRETE
RISER TO 6"500 GALLON DRYWELLS
OF FINISH GRADE �� H-10 REINFORCED LOADING 11 b�GV
1 REQ'D. o
TRENCH LENGTH = 33-6
i r EL.63.0
62.'x)J
EL53.2
'r :rb,b; -a� e; '—
b°',0�p 'c, ;:�-;d°
'
SINGLE FAMILY RESIDENCE
'z
l�. o , :..,:,-
.o., ,,:®`
MUST BE NOTIFIED WHEN CONSTRUCTION IS
3/4" -1-1/2" DOUBLE
COMPLETE PRIOR TO BACKFILLING.
EL 60 20
4. ANY CHANGES IN THIS PLAN MUST BE APPROVED
4'
WASHED CRUSHED3/4'
8.4'
OF HEALTH.
-1-112" DOUBLE 4
5. MATERIALS AND INSTALLATION SHALL BE IN
STONE
COMPLIANCE WITH THE STATE SANITARY CODE
/
REGULATIONS.
r
STONE
NOT INTENDED FOR SOLAR ENERGY PURPOSES.
7. WATER SUPPLY: MUNICIPAL WATER SYSTEM.
BOTTOM T.H.#2 EL.
r
9. THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL
BENCHMARK
GROUND DISTURBANCE OR VEGETATION REMOVAL
r) 'P
WITHIN 100' OF WETLANDS,INLAND OR COASTAL
CAPE & ISLANDS ENGINEERING
BANKS OR FLOOD HAZARD ZONES.
LEGEND
ELD 4PIN
`.
MASHPEE,MA 02649 (508),d77-7 ?7
--52--- EXISTING CONTOUR
OBSERVATION PIT
❑ DISTRIBUTION BOX
O5
0 0 o SEPTIC TANK
w
SOIL ABSORPTION SYSTEM
w
O
RESERVE RESERVE AREA
WATE
�
22,26 PIPE INVERT ELEVATION
32.00'
0 0
0
112
PAS. EL.
/
110
I 10- \
66.5
low-PROP4ED
'A
SEC
PCL
1 -4 BDRM.HSE.
0
\
1
1I
#1
\
l 12.00'
C.BASIN
\
5
a
\ 0
^� 000
\N
30.00'
SYSTEM PROFILE
NOT TO SCALE
FINISH GRADE OVER
DISTRIBUTION BOX 66.2
1%
OUTLET PIPE(S) LEVEL
FOR 2'(MIN.1% SLOPE
6" SUMP
63.75 63.43 63.26
DISTRIBUTION BOX
MINIMUM INSIDE DIMENSION 12"
OUTLET INVERTS 2" BELOW INLET INVERT
MINIMUM CONCRETE WALL THICKNESS 2"
INSTALL ON COMPACTED LEVEL BASE
m
7J
to \
I�
of
®#2 LOT 110
43,500 SF.
< % \ g GARAGE
!p, °\x_66 \\ w
,v ckf
\ O
\ \ 121.04'
C.BASIN
PLOT PLAN FIRESTONE DRIVE
SCALE: 1" = 30'
FINISH GRADE
OVER TRENCHES 66.0
PRECAST CONCRETE
RISER TO 6"500 GALLON DRYWELLS
OF FINISH GRADE �� H-10 REINFORCED LOADING 11 b�GV
1 REQ'D. o
TRENCH LENGTH = 33-6
i r EL.63.0
62.'x)J
EL53.2
'r :rb,b; -a� e; '—
b°',0�p 'c, ;:�-;d°
'
SINGLE FAMILY RESIDENCE
'z
l�. o , :..,:,-
.o., ,,:®`
MUST BE NOTIFIED WHEN CONSTRUCTION IS
3/4" -1-1/2" DOUBLE
COMPLETE PRIOR TO BACKFILLING.
EL 60 20
4. ANY CHANGES IN THIS PLAN MUST BE APPROVED
4'
WASHED CRUSHED3/4'
8.4'
OF HEALTH.
-1-112" DOUBLE 4
5. MATERIALS AND INSTALLATION SHALL BE IN
STONE
COMPLIANCE WITH THE STATE SANITARY CODE
WASHED CRUSHED
REGULATIONS.
6. NORTH ARROW IS FROM RECORD PLANS AND IS
STONE
NOT INTENDED FOR SOLAR ENERGY PURPOSES.
7. WATER SUPPLY: MUNICIPAL WATER SYSTEM.
BOTTOM T.H.#2 EL.
51.8
NOTE: EXCAVATE TO =C= STRAI UM IN ORDER TO
REMOVE ALL =A= & =B= IMPERV'OUS MATERIAL
WITHIN F OF THE SAS. REPLACE WITH CLEAN,
CLAY -FREE SAND
GENERAL NOTES:
EL53.2
1. ELEVATIONS SHOWN ARE BASED ON ASSUMED
2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON
SINGLE FAMILY RESIDENCE
OR SCHEDULE 40 PVC.
3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING
MUST BE NOTIFIED WHEN CONSTRUCTION IS
PREPARED FOR
COMPLETE PRIOR TO BACKFILLING.
4. ANY CHANGES IN THIS PLAN MUST BE APPROVED
BY CAPE & ISLANDS ENGINEERING AND THE BOARD
LOT 110 MIDPINE ROAD
OF HEALTH.
5. MATERIALS AND INSTALLATION SHALL BE IN
COMPLIANCE WITH THE STATE SANITARY CODE
[TITLE VIAND LOCAL APPLICABLE RULES AND
REGULATIONS.
6. NORTH ARROW IS FROM RECORD PLANS AND IS
NOT INTENDED FOR SOLAR ENERGY PURPOSES.
7. WATER SUPPLY: MUNICIPAL WATER SYSTEM.
8. FLOOD ZONE C [NON -HAZARD]
9. THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL
GROUND DISTURBANCE OR VEGETATION REMOVAL
r) 'P
WITHIN 100' OF WETLANDS,INLAND OR COASTAL
CAPE & ISLANDS ENGINEERING
BANKS OR FLOOD HAZARD ZONES.
LEGEND
_52— PROPOSED CONTOUR
MASHPEE,MA 02649 (508),d77-7 ?7
--52--- EXISTING CONTOUR
OBSERVATION PIT
❑ DISTRIBUTION BOX
O5
0 0 o SEPTIC TANK
w
SOIL ABSORPTION SYSTEM
w
O
RESERVE RESERVE AREA
0
22,26 PIPE INVERT ELEVATION
Q
0 0
0
112
8
110
MAP
SEC
PCL
LOT
HSE
TRENCH SECTION
4" DIAM.
MIN.
MAX.
];3"OF 1/8" -112"
OUBLE WASHED
PEASTONE
48" 5'-2" "
TRENCH WIDTH
13'-2"
NUMBER OF TRENCHES 1
NUMBER OF DRYWELLS'I
OBSERVATION PIT
TEST BY RICK JUDD
PERCOLATION RATE: < 2 MIN. /IN
WITNESSED BY: L.MULKEEN
YARMOUTH BOARD OF HEALTH
DATE: SEPT.28,2000
DESIGN DATA
„ TEST HOLE #1 EL.64.2 TEST HOLE #2 EL.62.0
g,.
42"
08"
V).
=0=
=A/E= LFS
10 fR 4/2
=B= LOAMY SAND
10YR 6/6
L.60.7
=C1= FINE SAND
2 5YR 7/4
=C2= VERY FINE SAND
2.5YR 7/4
NO GROUNDWATER
9„
45"
74"
11111
=0=
=A/E= LFS
10 YR 3/2
=B= LOAMY SAND
10YR 5/6
=C= FINE SAND
2.5YR 6/4
=C2= VERY FINE SAND
2.5YR 7/2
NO GROUNDWATER
-314"-1-1/2" DOUBLE
WASHED CRUSHED
STONE
NUMBER OF BEDROOMS 4
GARBAGE DISPOSAL NO
DAILY FLOW 440 GPD.
SEPTIC TANK REQUIRED 1500 GAL.
SEPTIC TANK PROVIDED 1500 GAL.
LEACHING REQUIRED 440 GPD.
EL58.2
SOIL ABSORPTION SYSTEM CALCULATIONS:
SIDEWALL AREA = 186 SF:
186 SF. X.74 G/SF. = 137 GPD.
BOTTOM AREA = 441 SF.
441 SF. X 0.74 G/SF. = 326 GPD,
LEACHING PROVIDED = 463 GPD
EL 5-18
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EL53.2
SINGLE FAMILY RESIDENCE
PROPOSED SEWAGE DISPOSAL SYSTEM
PREPARED FOR
PADGETT BUILDERS
LOT 110 MIDPINE ROAD
,• .
YARMOUTH,MASS.
PLAN NO. 092502
SCALE: AS NOTED
FILE NO. 393ABA
DATE: SEPT.25,2002
SEPTIC FILE NO. 71
PCS FILE: MIDPfNE
r) 'P
CAPE & ISLANDS ENGINEERING
800 FALMOUTH ROAD, SUITE 3010
MASHPEE,MA 02649 (508),d77-7 ?7
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