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'GENERAL ,NOTES
ELEVATIONS SHOWN ARE BASED ON USGS DATUM
SYSTEM PIPE SHALL, BE EITHER C. I. OR SCHEDULE
40 PVC:
THE BOARD OF HEALTH SHALL BE NOTIFIED 'PRIOR
TO'BACKFILLING OF SEPTIC SYSTEM.
SEPTIC SYSTEM 'STRUCTURAL COMPONENTS SHALL BE
CAPABLE OF -WITHSTANDING A` H-10 LOADING, I UNLESS
SPECIFIED OTHERWISE.
SEPTIC` SYSTEMS UNDER DRIVEWAYS SHALL COMPLY
WITH A H-20 LOADING.
THE DESIGN AND COMPONENTS OF THE SEPTIC
SYSTEM SHALL BE IN 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 CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATION OF ALL ` UNDERGROUND : UTILITIES AND
SHALL NOTIFY DIG -SAFE' PRIOR TO CONSTRUCTION.
ABANDN%D CESSPOOLS SHALL BE PUMPED DRY AND
FILLED W/CLEAN MEDIUM SAND.
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- EXISTING' CONTOURS
--QII�-- PROPOSED CONTOURS
OBSERVATION PIT '
O DISTRIBUTION BOX IDBI
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0 LEACHING PIT OR O FLOW DIFFUSORS
`R) RESERVE, LEACHING. PIT
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ENGINEERING SERVICES OF
-35 BRETWOOD ''LANE CAPE COD
CENTERVILLE ,MA. 02632
CIVIL ENGINEERS _- LAND SURVEYORS
PROJECT: RADIO CITY -- SOUTH SEA AVE
WEST YARMOUTH
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PURPOSE: "vP��ftd� S�PTiI S7'STE/!
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