HomeMy WebLinkAbout83-1051 - Proposed Septic007MANHOLE COVERS TO
TO ITHIN
' ,a➢ , �, \I •bFTEND FINISHEp GRADE 1211
DI
I _ 10' MIN. —L '
.J /
ODD tom. Oal' lm
20' MIN. 2�--
i S.T.
SOIL , TEST LOG .
PERK RATE 4ZPROPOSED SEPTIC SYSTEM $IS VIEW
DEPTH EL. ELEVATION — NO SCALE -
' o0
'• � Tv.P ./- %,g - - •' - tea. ® O
sOrs
MSD :: �,cu�Qi•LO�2r
S.o9 —
.0*l p
JQ
SOIL''TES1S. CONDUCTED ON -
BY THOMAS J. MARCELLO, P.E. U OBSERVED BY
TOWN OF 'B.O.H. AGENT:.
O 0.
� Qa
END VIEW
LEACHING CHAME
L
12" . MIN. 2 E . N
"PEA- rd` °+a `
STONE '�. .., ..
o ALL
C7 �d9 AROUND
+•• .
► LOCUS MAP
'GENERAL NOTES
3/4-1/2"ELEVATIONS SHOWN ARE BASED ON USGS'DATUM 9
I
o WASHED SYSTEM PIPE SHALL BE EITHER C. I. OR SCHEDULE
STONE 40 PVC:
Z THE BOARD OF HEALTH SHALL BE NOTIFIED PRIOR
TO _PACKFII_LING OF SEPTIC SYSTEM.
SEPTIC SYSTEM STRUCTURAL COMPONENTS SHALL BE
CAPABLE OF WITHSTANDING A H-10 LOADING., UNLESS
SPECIFIED OTHERWISE.
SEPTIC SYSTEMS UNDER DRIVEWAYS SHALL COMPi-Y
WITH A H-20 LOADING.
THE DESIGN AND COMPONENTS OF. THE SEPTIC'
7 SYSTEM SHALL BE W COMPLIANCE WITH THE STAT
OF MASSCHUSETTS SANITARY CODE TITLE V, AND
SHALL . BE IN COMPLIANCE WITH THE LOCAL BOARD
OF HEALTH RULES AND REGULATIONS.
THE -CONTRACTORSHALL BE RESPONSIBLE FOR
LOCATION OF ALL UNDERGROUND UTILITIES AND
SHALL NOTIFY DIG -SAFE. PRIOR TO CONSTRUCTION.
ABANDNED CESSPOOLS SHALL BE PUMPED DRY AND
L. =129-71 FILLED W/CLEAN MEDIUM SAND.
�G tel% 2
• �.d'� oc� D dfr 2 ,�Yl TFi`� %'o ET1' .�.f'�'r//l'�✓s'.A- 7"L� .
XEY
--20— — EXISTING CONTOURS
PROPOSED CONTOURS
OBSERVATION PIT
G] DISTRIBUTION BOX MM
E21 SEPTIC TANK (STI ,
O LEACHING . PIT OR C7 FLOW DIFFUSORS
l� RESERVE LEACHING PIT
-O- UTILITY POLE IUP!
_W_
— G '— l S_
E
-T Ta
X i e L v
i
ENGINEERING SERVICES OF
35 BRETWDCENTERV LE NE MA. A 02632 CAPE C 0
CIVIL ENGINEERS -- LAND SURVEYORS
PROJECT:
�"RADIO. `CITY = SOUTH SEA AVE
WEST YARMOUTH
o.M �0 90 ?s�o/��S Q. oowEas
MAP NO. /D LOT NO, _.ZS,
PURPOSE:-
VPGRf}O� S�'PT/G SYS7ErJ µ
_ 2" MIN. _
t
/pOl� GAL.
r �
.J /
ODD tom. Oal' lm
20' MIN. 2�--
i S.T.
SOIL , TEST LOG .
PERK RATE 4ZPROPOSED SEPTIC SYSTEM $IS VIEW
DEPTH EL. ELEVATION — NO SCALE -
' o0
'• � Tv.P ./- %,g - - •' - tea. ® O
sOrs
MSD :: �,cu�Qi•LO�2r
S.o9 —
.0*l p
JQ
SOIL''TES1S. CONDUCTED ON -
BY THOMAS J. MARCELLO, P.E. U OBSERVED BY
TOWN OF 'B.O.H. AGENT:.
O 0.
� Qa
END VIEW
LEACHING CHAME
L
12" . MIN. 2 E . N
"PEA- rd` °+a `
STONE '�. .., ..
o ALL
C7 �d9 AROUND
+•• .
► LOCUS MAP
'GENERAL NOTES
3/4-1/2"ELEVATIONS SHOWN ARE BASED ON USGS'DATUM 9
I
o WASHED SYSTEM PIPE SHALL BE EITHER C. I. OR SCHEDULE
STONE 40 PVC:
Z THE BOARD OF HEALTH SHALL BE NOTIFIED PRIOR
TO _PACKFII_LING OF SEPTIC SYSTEM.
SEPTIC SYSTEM STRUCTURAL COMPONENTS SHALL BE
CAPABLE OF WITHSTANDING A H-10 LOADING., UNLESS
SPECIFIED OTHERWISE.
SEPTIC SYSTEMS UNDER DRIVEWAYS SHALL COMPi-Y
WITH A H-20 LOADING.
THE DESIGN AND COMPONENTS OF. THE SEPTIC'
7 SYSTEM SHALL BE W COMPLIANCE WITH THE STAT
OF MASSCHUSETTS SANITARY CODE TITLE V, AND
SHALL . BE IN COMPLIANCE WITH THE LOCAL BOARD
OF HEALTH RULES AND REGULATIONS.
THE -CONTRACTORSHALL BE RESPONSIBLE FOR
LOCATION OF ALL UNDERGROUND UTILITIES AND
SHALL NOTIFY DIG -SAFE. PRIOR TO CONSTRUCTION.
ABANDNED CESSPOOLS SHALL BE PUMPED DRY AND
L. =129-71 FILLED W/CLEAN MEDIUM SAND.
�G tel% 2
• �.d'� oc� D dfr 2 ,�Yl TFi`� %'o ET1' .�.f'�'r//l'�✓s'.A- 7"L� .
XEY
--20— — EXISTING CONTOURS
PROPOSED CONTOURS
OBSERVATION PIT
G] DISTRIBUTION BOX MM
E21 SEPTIC TANK (STI ,
O LEACHING . PIT OR C7 FLOW DIFFUSORS
l� RESERVE LEACHING PIT
-O- UTILITY POLE IUP!
_W_
— G '— l S_
E
-T Ta
X i e L v
i
ENGINEERING SERVICES OF
35 BRETWDCENTERV LE NE MA. A 02632 CAPE C 0
CIVIL ENGINEERS -- LAND SURVEYORS
PROJECT:
�"RADIO. `CITY = SOUTH SEA AVE
WEST YARMOUTH
o.M �0 90 ?s�o/��S Q. oowEas
MAP NO. /D LOT NO, _.ZS,
PURPOSE:-
VPGRf}O� S�'PT/G SYS7ErJ µ