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VENT 6
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E PITCH 1/4 PER FT i CU. FT. OF
CONCRETE _
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- t
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FLOW UN..: '9T cn
_.
ELEV._
w
LEVEL
10'
EIEV� GAS �8i D s ELEV -
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• ELEv -'oel
BAFFLE
iSTRIBUTION t
. D � .... � gig•
ELEV.
i 8 HIGH CAPACITY 1! T??lTt:+�se, yflT}{!l.:', 1,'.�-" ,' . Ar,�} !7 z-:,,.:
L1JI0 _ (?ttT'�ET f _..-. R Y 7• tf. t e t: _., .. ,� _ ,i '+.;�(�
E " BOX - 1 .STflN't IN A_ i .ti i siz.
f3E PLA'i,..'�D 0"a Fl
BASIE
R' r ,
-, % =
4 FELT 14 i?�Gi_.a TO E� 'WATER TESTED
`. DEPTH IN 4C�OLOR #Ao
1 J
�,F J
659
5 FEET 19 t, -cS`.S : IF LORE THAN Ol�� OUTLET __ _ : t - r •�
@ FEET 24 INCHES
1500 GALLON_, -..-....M_...... _ ::.., -
_ _
_._,__ . _._ .. .. r NATER ENCOUNTERED IiT ELEV.� ��� �� �'At�R ENCOUNTERED �tl�'
FEET 2�3 ih + ..-__._-_ , (TO BE PLACED ON FIRM BASE
-
w-..:... SOIL ABSORPTION t
A� ;c .....SEPTIC TANK
!° FEET 34 Et ."< ....., ..... , <x,; •
s.
4• ,INDEX:.,,,.__ {,... ..
_ P Q 3/ TO 1 1/2
W. sTo*rt•E SYSTEM (SAS) -.s ADJUST F;
t
> F
_. .-._., .. _..�... - + r.t 1. .+'•.,
_. .LEGEND. .B,.PESiGN CALCULATIONS
,•.} Y , - r NtAlnI:R OF ItDROOO.MS
USES PRODABLE WATER ?A LE XLEV. , .. 'EXISTING SP�OT`ELEVATiOt
s.
.. ,, S
4 SEV AGE Di POSAL SYSTEM -'PROFILE 1� , 0"!`_-7- Vr_D Yflk L TAr—LE E1 1/. d .. _ +.i EXISTING CONTOUR—�-�=t�=j--- . GARBAGE DISPOSAL UNIT �`'0
NOT TO ;SCALE .: t
.......- - * _ t ELEVATION
. i : - Ett .- +� -S FINAL SPOT TOTAL ESTIMATED FLOW
GA-LSOLOTAl�S/C'./DAY:X @R
R�QtPTic TWKCAPACITYITESLOCATION
J:~ s
[fit:✓ C:�,L'
-
AL SIZE
LMLITY POLE
g ; �, • � :.:.:: e n ', TOWN 'WATER `1�l ..-.�. SOiL, CLASSIFlCATTON TIC '. Ar
p # y ,,y _ "`; •g..r: .
Ifii:i-j •s .:t f - i•'r -_ _�z�--"',: ;',-- —.. _. , �.. �rt ,_, � _ (
wDcSGN PERCOLATION RATE BASIN
T, GAS LINE G� , EFFLUENT 10AD4 ATE
R 0• G�CLEAN
;ISGJ,O.L .
FT.r CESSPOOL C.P. I!
CHi G 6PACITY (AREA X RATc f.: r ' Y
r
,, \ ,� n : F v _ _ • .:..t.X RESERVE LEACHING
� � h .. „ t ,r >. t. � - x vim- •-�,•,�,� � # `t .
t+/' 1. TA1L�L'' WORKt)ANSH'IP yA�1ND OF
SHP 1 CL NlrOIlTeM [TSO C F.! � y
s t . i .. C: ,} : 'i 1 P ,il� �w f _ may..• - yt. kV*-"-�. t 1 ILE 5 AND TI E TOV,`N OF f L': /-'• /'sl t' dJ ? RULES
i F 1
/S �'�- t .REGULATIONS. F'ORTHE SUVSvt?FACE DIS"�OSAL ol• S''�'�4rr -,
,�.• .+ y4t .7 '4 • -1 � ! - - - - .r'• . �r r k:ITARY MOTS t4ALL ..V V p I:J'
. ��, «�> "f`*—•`,,,' � _ � �� �� 1 ;a� �,`� .; . �.•_-, �f.r j' # �, , � � 2 ALL COVERS "Tti $%i, VE E^ '
, r. t Yt",i}{.N 6 OF' FlI -SHI"D Gf?AI?::: ;
_ w
.J. T;' /1 _ 3:;ALL COhtPCtl Or SAF'?ABY �! S'',�.tL P C "r "-I Cr
COMPONENTS -INE a a.E
n , 1 1' 3 r, WITHSTAND! vG • 11--10 `LOADING UNLESS THEY APE umFr C"" k TP:
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PROJECT LOCAMON
235 -G°�EAT V' STEf�N ROAD
SOB—*.P. 0. Dox i t 3
Rs_ Q SCJTH DENNIS, MASS.
DATE 4
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tyPITE OF Set t1; f Pl r
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' i. • PI i CH 1 PER F`T.
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PERCOLATION RAPE . MI. NCH AT �...+....� MCHES PERL'C)tJ►;ftO'1-RAPE—
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m f
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TOt/JNe .. .. ,
r? AE'T li�C°i; P1.7 NOT pn���LVut� /
�,
VENT 6
r. •;..' .. _., ._ .-,.- - , ) fltj�Ji •' ..: � / j'• ,.x .,
� /t•.i, t, /, j�R 0 _: `� �
E PITCH 1/4 PER FT i CU. FT. OF
CONCRETE _
•-
- t
,c , ANCHOR
FLOW UN..: '9T cn
_.
ELEV._
w
LEVEL
10'
EIEV� GAS �8i D s ELEV -
.e
• ELEv -'oel
BAFFLE
iSTRIBUTION t
. D � .... � gig•
ELEV.
i 8 HIGH CAPACITY 1! T??lTt:+�se, yflT}{!l.:', 1,'.�-" ,' . Ar,�} !7 z-:,,.:
L1JI0 _ (?ttT'�ET f _..-. R Y 7• tf. t e t: _., .. ,� _ ,i '+.;�(�
E " BOX - 1 .STflN't IN A_ i .ti i siz.
f3E PLA'i,..'�D 0"a Fl
BASIE
R' r ,
-, % =
4 FELT 14 i?�Gi_.a TO E� 'WATER TESTED
`. DEPTH IN 4C�OLOR #Ao
1 J
�,F J
659
5 FEET 19 t, -cS`.S : IF LORE THAN Ol�� OUTLET __ _ : t - r •�
@ FEET 24 INCHES
1500 GALLON_, -..-....M_...... _ ::.., -
_ _
_._,__ . _._ .. .. r NATER ENCOUNTERED IiT ELEV.� ��� �� �'At�R ENCOUNTERED �tl�'
FEET 2�3 ih + ..-__._-_ , (TO BE PLACED ON FIRM BASE
-
w-..:... SOIL ABSORPTION t
A� ;c .....SEPTIC TANK
!° FEET 34 Et ."< ....., ..... , <x,; •
s.
4• ,INDEX:.,,,.__ {,... ..
_ P Q 3/ TO 1 1/2
W. sTo*rt•E SYSTEM (SAS) -.s ADJUST F;
t
> F
_. .-._., .. _..�... - + r.t 1. .+'•.,
_. .LEGEND. .B,.PESiGN CALCULATIONS
,•.} Y , - r NtAlnI:R OF ItDROOO.MS
USES PRODABLE WATER ?A LE XLEV. , .. 'EXISTING SP�OT`ELEVATiOt
s.
.. ,, S
4 SEV AGE Di POSAL SYSTEM -'PROFILE 1� , 0"!`_-7- Vr_D Yflk L TAr—LE E1 1/. d .. _ +.i EXISTING CONTOUR—�-�=t�=j--- . GARBAGE DISPOSAL UNIT �`'0
NOT TO ;SCALE .: t
.......- - * _ t ELEVATION
. i : - Ett .- +� -S FINAL SPOT TOTAL ESTIMATED FLOW
GA-LSOLOTAl�S/C'./DAY:X @R
R�QtPTic TWKCAPACITYITESLOCATION
J:~ s
[fit:✓ C:�,L'
-
AL SIZE
LMLITY POLE
g ; �, • � :.:.:: e n ', TOWN 'WATER `1�l ..-.�. SOiL, CLASSIFlCATTON TIC '. Ar
p # y ,,y _ "`; •g..r: .
Ifii:i-j •s .:t f - i•'r -_ _�z�--"',: ;',-- —.. _. , �.. �rt ,_, � _ (
wDcSGN PERCOLATION RATE BASIN
T, GAS LINE G� , EFFLUENT 10AD4 ATE
R 0• G�CLEAN
;ISGJ,O.L .
FT.r CESSPOOL C.P. I!
CHi G 6PACITY (AREA X RATc f.: r ' Y
r
,, \ ,� n : F v _ _ • .:..t.X RESERVE LEACHING
� � h .. „ t ,r >. t. � - x vim- •-�,•,�,� � # `t .
t+/' 1. TA1L�L'' WORKt)ANSH'IP yA�1ND OF
SHP 1 CL NlrOIlTeM [TSO C F.! � y
s t . i .. C: ,} : 'i 1 P ,il� �w f _ may..• - yt. kV*-"-�. t 1 ILE 5 AND TI E TOV,`N OF f L': /-'• /'sl t' dJ ? RULES
i F 1
/S �'�- t .REGULATIONS. F'ORTHE SUVSvt?FACE DIS"�OSAL ol• S''�'�4rr -,
,�.• .+ y4t .7 '4 • -1 � ! - - - - .r'• . �r r k:ITARY MOTS t4ALL ..V V p I:J'
. ��, «�> "f`*—•`,,,' � _ � �� �� 1 ;a� �,`� .; . �.•_-, �f.r j' # �, , � � 2 ALL COVERS "Tti $%i, VE E^ '
, r. t Yt",i}{.N 6 OF' FlI -SHI"D Gf?AI?::: ;
_ w
.J. T;' /1 _ 3:;ALL COhtPCtl Or SAF'?ABY �! S'',�.tL P C "r "-I Cr
COMPONENTS -INE a a.E
n , 1 1' 3 r, WITHSTAND! vG • 11--10 `LOADING UNLESS THEY APE umFr C"" k TP:
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IllsDATEAGENT
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i561Nr'iTc`'.,.fiCf'skE'k?• k,.f `,•Y"„'a i'•...,.^1 r f
L t .Se',3?xa!iR«.
s^_rrXxvd7'q-;.`r _c'�t.Y.�`•
4
))a
r
PROPOSED SEPTIC DESIGN>
FOR
PROJECT LOCAMON
235 -G°�EAT V' STEf�N ROAD
SOB—*.P. 0. Dox i t 3
Rs_ Q SCJTH DENNIS, MASS.
DATE 4
.. ems,: »<::x« e..•,. ':..-. -. ,n•>-w:a,>-
5 FEET 19 t, -cS`.S : IF LORE THAN Ol�� OUTLET __ _ : t - r •�
@ FEET 24 INCHES
1500 GALLON_, -..-....M_...... _ ::.., -
_ _
_._,__ . _._ .. .. r NATER ENCOUNTERED IiT ELEV.� ��� �� �'At�R ENCOUNTERED �tl�'
FEET 2�3 ih + ..-__._-_ , (TO BE PLACED ON FIRM BASE
-
w-..:... SOIL ABSORPTION t
A� ;c .....SEPTIC TANK
!° FEET 34 Et ."< ....., ..... , <x,; •
s.
4• ,INDEX:.,,,.__ {,... ..
_ P Q 3/ TO 1 1/2
W. sTo*rt•E SYSTEM (SAS) -.s ADJUST F;
t
> F
_. .-._., .. _..�... - + r.t 1. .+'•.,
_. .LEGEND. .B,.PESiGN CALCULATIONS
,•.} Y , - r NtAlnI:R OF ItDROOO.MS
USES PRODABLE WATER ?A LE XLEV. , .. 'EXISTING SP�OT`ELEVATiOt
s.
.. ,, S
4 SEV AGE Di POSAL SYSTEM -'PROFILE 1� , 0"!`_-7- Vr_D Yflk L TAr—LE E1 1/. d .. _ +.i EXISTING CONTOUR—�-�=t�=j--- . GARBAGE DISPOSAL UNIT �`'0
NOT TO ;SCALE .: t
.......- - * _ t ELEVATION
. i : - Ett .- +� -S FINAL SPOT TOTAL ESTIMATED FLOW
GA-LSOLOTAl�S/C'./DAY:X @R
R�QtPTic TWKCAPACITYITESLOCATION
J:~ s
[fit:✓ C:�,L'
-
AL SIZE
LMLITY POLE
g ; �, • � :.:.:: e n ', TOWN 'WATER `1�l ..-.�. SOiL, CLASSIFlCATTON TIC '. Ar
p # y ,,y _ "`; •g..r: .
Ifii:i-j •s .:t f - i•'r -_ _�z�--"',: ;',-- —.. _. , �.. �rt ,_, � _ (
wDcSGN PERCOLATION RATE BASIN
T, GAS LINE G� , EFFLUENT 10AD4 ATE
R 0• G�CLEAN
;ISGJ,O.L .
FT.r CESSPOOL C.P. I!
CHi G 6PACITY (AREA X RATc f.: r ' Y
r
,, \ ,� n : F v _ _ • .:..t.X RESERVE LEACHING
� � h .. „ t ,r >. t. � - x vim- •-�,•,�,� � # `t .
t+/' 1. TA1L�L'' WORKt)ANSH'IP yA�1ND OF
SHP 1 CL NlrOIlTeM [TSO C F.! � y
s t . i .. C: ,} : 'i 1 P ,il� �w f _ may..• - yt. kV*-"-�. t 1 ILE 5 AND TI E TOV,`N OF f L': /-'• /'sl t' dJ ? RULES
i F 1
/S �'�- t .REGULATIONS. F'ORTHE SUVSvt?FACE DIS"�OSAL ol• S''�'�4rr -,
,�.• .+ y4t .7 '4 • -1 � ! - - - - .r'• . �r r k:ITARY MOTS t4ALL ..V V p I:J'
. ��, «�> "f`*—•`,,,' � _ � �� �� 1 ;a� �,`� .; . �.•_-, �f.r j' # �, , � � 2 ALL COVERS "Tti $%i, VE E^ '
, r. t Yt",i}{.N 6 OF' FlI -SHI"D Gf?AI?::: ;
_ w
.J. T;' /1 _ 3:;ALL COhtPCtl Or SAF'?ABY �! S'',�.tL P C "r "-I Cr
COMPONENTS -INE a a.E
n , 1 1' 3 r, WITHSTAND! vG • 11--10 `LOADING UNLESS THEY APE umFr C"" k TP:
'^: s �.�` ti,, t r. ' • /;. ~ �+` 0 1 ! ... OAR ,PARKtiS^v At`EA„ v-2- LO. '' Eng
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