HomeMy WebLinkAbout130 Midpine Road - Sewage Disposal Plan 4TOP OF
FOUNDATION
EL. 68.5
FINISH GRADE
EL. 67.0
64.26 1 64.00 1L
BSMT.FLR.
ELEV. 60.5
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BENCHMARK // \
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EL.70.4 I \
--/� •WATER SERVICE \ 27.00• o
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v� PAV7-. EL. 66.5 / I x PROPOSED 10.00
/ I 4 BDFZ`v1.HSE.
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p #1 i \$ #2 LOT 110
70T43,500 SF.
C.BASIN \ 0 13 ---- \
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GARAGE \
FINISH GRADE OVER
SEPTIC TANK 66.4
_RISERS TO 6"
OF FINISH GR
SYSTEM PROFILE
NOT TO SCALE
FINISH GRADE OVER
DISTRIBUTION BOX 66.2
OUTLET PIPE(S) LEVEL
FOR 2'(MIN.1% SLOPE
1%
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
GENERAL NOTES:
3"
6"
2.
MIN.
d dl _ O ,F. dl ♦ y0
13" MIN.
14"
ul>
3.
MIN.
� O
MUST BE NOTIFIED WHEN CONSTRUCTION IS
\ 121.04'
PVC OR CAST IRON TEES
COMPLETE PRIOR TO BACKFILLING.
r
GAS BAFFLE
ANY CHANGES IN THIS PLAN MUST BE APPROVED
I6
148"
W
'
1500 GALLON
J
s
PRECAST CONCRETE
MATERIALS AND INSTALLATION SHALL BE IN
H-10 REINFORCED
c
[TITLE V] AND LOCAL APPLICABLE RULES AND
o
_
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]
SEPTIC TANK
THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL
INSTALL ON COMPACTED LEVEL BASE
GROUND DISTURBANCE OR VEGETATION REMOVAL
SYSTEM PROFILE
NOT TO SCALE
FINISH GRADE OVER
DISTRIBUTION BOX 66.2
OUTLET PIPE(S) LEVEL
FOR 2'(MIN.1% SLOPE
1%
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
RISER TO 6"
OF FINISH GRADE
1 REQ'D.
1 62.20 1
Tc
FINISH GRADE REG ! tili_D -
OVER TRENCHES 66.0
PRECAST CONCRETE
500 GALLON DRYWELLS
H-10 REINFORCED LOADING
TRENCH LENGTH = 33'-6" n
I i EL.63.0
m
314" - 1-112' DOUBLE 314" -1-1f2" DOUBLE
WASHED CRUSHED 8.4' WASHED CRUSHED 4
STONE STONE
BOTTOM T.H.#2 EL. 51.8
TRENCH SECTION
NOTE: EXCAVATE TO =C= STRATUM H ORDER TO
REMOVE ALL =A= & =B= IMPERVIOUS MATERIAL
WITHIN 5' OF THE SAS. REPLACE WITH CLEAN, 9" MIN.3" OF 118" -1/2"
CLAY -FREE SAND 4" DIAM. 6" MAX. DOUBLE WASHED
- PEASTONE
GENERAL NOTES:
<'
24.00'
ELEVATIONS SHOWN ARE BASED ON ASSUMED
2.
ALL PIPES IN THE SYSTEM MUST BE CAST IRON
d dl _ O ,F. dl ♦ y0
OR SCHEDULE 40 PVC.
ul>
3.
HEALTH AGENT/CAPE & ISLANDS ENGINEERING
� O
MUST BE NOTIFIED WHEN CONSTRUCTION IS
\ 121.04'
COMPLETE PRIOR TO BACKFILLING.
r
C. BASIN
ANY CHANGES IN THIS PLAN MUST BE APPROVED
FIRESTONE DRIVE
148"
PLOT PLAN
erAl G- r, - in,
RISER TO 6"
OF FINISH GRADE
1 REQ'D.
1 62.20 1
Tc
FINISH GRADE REG ! tili_D -
OVER TRENCHES 66.0
PRECAST CONCRETE
500 GALLON DRYWELLS
H-10 REINFORCED LOADING
TRENCH LENGTH = 33'-6" n
I i EL.63.0
m
314" - 1-112' DOUBLE 314" -1-1f2" DOUBLE
WASHED CRUSHED 8.4' WASHED CRUSHED 4
STONE STONE
BOTTOM T.H.#2 EL. 51.8
TRENCH SECTION
NOTE: EXCAVATE TO =C= STRATUM H ORDER TO
REMOVE ALL =A= & =B= IMPERVIOUS MATERIAL
WITHIN 5' OF THE SAS. REPLACE WITH CLEAN, 9" MIN.3" OF 118" -1/2"
CLAY -FREE SAND 4" DIAM. 6" MAX. DOUBLE WASHED
- PEASTONE
NUMBER OF TRENCHES 1
OBSERVATION PIT NUMBER OF DRYWELLS 3
l='
PE::COLATION RATE: < 2 MIN -11N
WITNESSED BY: L.MULKEEN
YARMOUTH BOARD OF HEALTH
DATE: SEPT.28,2000
DESIGN DATA
TEST HOLE # 1 EL.64.2 O,r TEST HOLE 92 EL.62.0
0" =0=
51r =A/E= LFS
8 10 YR 3/2
=B= LOAMY SAND
1GYR 5/6
42"
2.5YR 6/4
08'
=C2= VERY FINE SAND
2.5YR 7/2
NO GRE>UNDWATER
32"
=p=
=A/E= LFS
10 YR 4r2
=B=LOAM;' SAND
lOYR f /6
EL.60.7
=C1=FINE SAND =C1= FINE SAND
2.SYR 7l4
=C2= VERY'�INE SAND
2.SYF. 7/4
NO GROUNDWATER
4"
9"
45"
74"
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.51.8 ,
EL.53.2 SINGLE FAMILY RESIDENCE
OF ugsS'• PROPOSED SEWAGE DISPOSAL SYSTEM
RICHARD oyN`, PREPARED FOR
JAMES
BERTRAND y
?9694 PADGETT BUILDERS
LOT 110 MIDPINE ROAD
YARMOUTH,MASS.
a PLAN NO. 092502 SCALE: AS NOTED
Of $qsf FILE NO. 393ABA DATE: SEPT.25,2002
DAVID 9Cyc ] SEPTIC FILE N0. 71 PCS FILE: MIDPINE
CHARLESSANICKI
-
2&k35 CAPE & ISLANDS ENGINEERING
�EGISTERE� � 800 FALMOUTH ROAD, SUITE 301C
U� MASHPEE,MA 02649 (508) 477-7272
GENERAL NOTES:
1.
ELEVATIONS SHOWN ARE BASED ON ASSUMED
2.
ALL PIPES IN THE SYSTEM MUST BE CAST IRON
d dl _ O ,F. dl ♦ y0
OR SCHEDULE 40 PVC.
3.
HEALTH AGENT/CAPE & ISLANDS ENGINEERING
`
MUST BE NOTIFIED WHEN CONSTRUCTION IS
314" -1-112" DOUBLE
COMPLETE PRIOR TO BACKFILLING.
4.
ANY CHANGES IN THIS PLAN MUST BE APPROVED
48" w 5'-2"
148"
BY CAPE & ISLANDS ENGINEERING AND THE BOARD
STONE
OF HEALTH.
5.
MATERIALS AND INSTALLATION SHALL BE IN
COMPLIANCE WITH THE STATE SANITARY CODE
[TITLE V] AND 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
WITHIN 100' OF WETLANDS,INLAND OR COASTAL
BANKS OR FLOOD HAZARD ZONES.
LEGEND
-
- 52 - PROPOSED CONTOUR
_--52--- EXISTING CONTOUR
® OBSERVATION PIT
z
O
❑ DISTRIBUTION BOX
W
J
a
ui
w
o 0 o SEPTIC TANK
ul
SOIL ABSORPTION SYSTEM
>
o
Co
RESERVE
RESERVE AREA
K
o
Z
Z 0
N
F5
S
22 26
PIPE INVERT ELEVATION
N
W
o
O
0
0
112
8
110
MAP
SEC
PCL
LOT
HSE
m
�
cr
NUMBER OF TRENCHES 1
OBSERVATION PIT NUMBER OF DRYWELLS 3
l='
PE::COLATION RATE: < 2 MIN -11N
WITNESSED BY: L.MULKEEN
YARMOUTH BOARD OF HEALTH
DATE: SEPT.28,2000
DESIGN DATA
TEST HOLE # 1 EL.64.2 O,r TEST HOLE 92 EL.62.0
0" =0=
51r =A/E= LFS
8 10 YR 3/2
=B= LOAMY SAND
1GYR 5/6
42"
2.5YR 6/4
08'
=C2= VERY FINE SAND
2.5YR 7/2
NO GRE>UNDWATER
32"
=p=
=A/E= LFS
10 YR 4r2
=B=LOAM;' SAND
lOYR f /6
EL.60.7
=C1=FINE SAND =C1= FINE SAND
2.SYR 7l4
=C2= VERY'�INE SAND
2.SYF. 7/4
NO GROUNDWATER
4"
9"
45"
74"
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.51.8 ,
EL.53.2 SINGLE FAMILY RESIDENCE
OF ugsS'• PROPOSED SEWAGE DISPOSAL SYSTEM
RICHARD oyN`, PREPARED FOR
JAMES
BERTRAND y
?9694 PADGETT BUILDERS
LOT 110 MIDPINE ROAD
YARMOUTH,MASS.
a PLAN NO. 092502 SCALE: AS NOTED
Of $qsf FILE NO. 393ABA DATE: SEPT.25,2002
DAVID 9Cyc ] SEPTIC FILE N0. 71 PCS FILE: MIDPINE
CHARLESSANICKI
-
2&k35 CAPE & ISLANDS ENGINEERING
�EGISTERE� � 800 FALMOUTH ROAD, SUITE 301C
U� MASHPEE,MA 02649 (508) 477-7272
d dl _ O ,F. dl ♦ y0
o
`
� ��':• "'>; _, .., o o •
314" -1-112" DOUBLE
WASHED CRUSHED
48" w 5'-2"
148"
STONE
NUMBER OF TRENCHES 1
OBSERVATION PIT NUMBER OF DRYWELLS 3
l='
PE::COLATION RATE: < 2 MIN -11N
WITNESSED BY: L.MULKEEN
YARMOUTH BOARD OF HEALTH
DATE: SEPT.28,2000
DESIGN DATA
TEST HOLE # 1 EL.64.2 O,r TEST HOLE 92 EL.62.0
0" =0=
51r =A/E= LFS
8 10 YR 3/2
=B= LOAMY SAND
1GYR 5/6
42"
2.5YR 6/4
08'
=C2= VERY FINE SAND
2.5YR 7/2
NO GRE>UNDWATER
32"
=p=
=A/E= LFS
10 YR 4r2
=B=LOAM;' SAND
lOYR f /6
EL.60.7
=C1=FINE SAND =C1= FINE SAND
2.SYR 7l4
=C2= VERY'�INE SAND
2.SYF. 7/4
NO GROUNDWATER
4"
9"
45"
74"
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.51.8 ,
EL.53.2 SINGLE FAMILY RESIDENCE
OF ugsS'• PROPOSED SEWAGE DISPOSAL SYSTEM
RICHARD oyN`, PREPARED FOR
JAMES
BERTRAND y
?9694 PADGETT BUILDERS
LOT 110 MIDPINE ROAD
YARMOUTH,MASS.
a PLAN NO. 092502 SCALE: AS NOTED
Of $qsf FILE NO. 393ABA DATE: SEPT.25,2002
DAVID 9Cyc ] SEPTIC FILE N0. 71 PCS FILE: MIDPINE
CHARLESSANICKI
-
2&k35 CAPE & ISLANDS ENGINEERING
�EGISTERE� � 800 FALMOUTH ROAD, SUITE 301C
U� MASHPEE,MA 02649 (508) 477-7272