HomeMy WebLinkAbout24 Doherty Lane - BLD-90-130 - Septic Systemy
Locus MAP
?GENERAL N0T1E
'tea ELEVATIONS SHOWN ARE BASED ON USGS DATUM
-02yYSTEM PIPE SHALL BE EITHER C i. OR SCHEDULE
WASHED 40, PVC:
STONE
THE BOARD OF HEALTH SHALL BE NOTIFIED PRIOR
TO .
.B ACKFILLING OF SEPTIC SYSTEM.
SEPTICSYSTEM STRUCTURAL COMPONENTS SHALL`BE
CAPABLE OF WITHSTANDING A H-10 LOADING. j UNLESS
'SPECIFIED OTHERWISE.
SEPTIC SYSTEMS UNDER DRIVEWAYS SHALL COMPLY
1I11)TH A H-20 LOADING.
%
THE DESIGN AND COMPONENTS OF THE SEPTIC
-SYSTEM ' SHALL. BE iii COMPLIANCE WITH THE STAT
4ER.
OF MASSCHUSETTS SANITARY CODE TITLE V, AND
SHALL BE IN COMPLIA"LCE WITH THE LOCAL BOARD
OF HEALTH RULES AND REGULATIONS.
7/ THE CONTRACTOR SHALL. BE RESPONSIBLE
ES ONSI LE FOR
AND
LOCATION OF ALL UNDERGROUND
SHALL NOTIFY ` DIG -SAFE PRIOR TO CONSTRUCTION.
ABA[ DIVED CESSPOOLS SHALL BE PUMPED DRY AND
FILLED W/CLEAN M;EDIUM SAND.
w .
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��LtN OF M,
qs
_. EXISTING CONTOURS Jo y4.
--- PROPOSED CONTOURS
OBSERVATION PIT
S,
❑ DISTRIBUTION BOX (DR) �_ ` ' 'ac lAgds
SEPTIC TANK IST)
a LEACHING PIT OR FLO DIFFUSORS
LR RESERVE LEACHING PIT
-�}- UTILITY POLE (UP)
N � '-�' THo►.1A�
l ,4
43
a+c`
t -1
—El
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e, qo
- EGINEER'ING SERVICES OF
35' `� BRETW00D LANE -
CAPE C 0 D
CENTERVILE ,MA. 02632
CIVIL ENGINEERS -- LAND SURVEYORS
u; PROJECT: RADIO CITY =- SOUTH SEA AVE
WEST YARMOUTH
SCALE MAWN BY'
MAP NO. 1 LOT NO.
RA`WQ NUM
M. M.. .