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DSPQDI V,RECEOVED
,
r: 1 1998
HEALTH DEPT.
. - A
LL AtQIa`�a of "Igss, AA OF
C
$�``. cy s'� JOHN P. y
It t �o ROBSCIVIL
B: Gm,,, o HUNTER N
Z Q a s SYKE^s No. 36445 y
# 35498
GISTL"Q'Q. IONAI�
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LOCUS MAP _
GENERAL _ NOTES
-ELEVATIONS SHOWN BASED ON O.S.G.S. DATJM
SYSTEM PIPE SHALL BE EITHER C.1 Oa
SCHEDULE 40 P.V.C.
-THE BOARD OF HEALTH SHALL, BE NOTIFIED
PPiOR TO BACKF LLING OF SEPTIC SYSTEM.
-SEPTIC SYSTEM STRUCTURAL COMPONENTS
j S1-ALi BE CAPABLE OF WITHSTANDING A
( H- 10 LOADING, UNLESS SPECIFIED OTHERWISE
-SEPTIC SYSTEMS UNDER DRIVEWAYS SHALL
COMPLY WITH A H-20 LOADING.
-THE DESIGN AND COMPONENTS OF THE SEPTIC
SYSTEM SHALL BE IN COMPLIANCE WITH THE
STATE OF MASSACHUSETTS SANITARY CODE
TITLE V, AND SHALL. BE IN COMPLIANCE WITH
THE LOCAL BOARD OF HEALTH RULES AND
R F 0,UIL A T IONS.
j E CONTRACTOR SHALL BE. RESPONSIBLE- FOR
LOCATION OF At.j_ LIND( RGRO(JNO UTILITIES AND
SHALL NOTIFY DIG -SAFE ^A.tOR TO
C ONSTRL—T;ON.
I -NO GARBAGE GRINDER
DESIGN CRITERIA:
DESIGN FLOW;
3 BEDROOMS AT _ I 0 G.P$ /DAY <) G,P D,
RECLLUiRED SEPTIC. TANK:
i kV }'j tj A _ 1, �_GC� GAL.
SEPTIC TANK PF'OVIDED _{ So0 GAL.
SIZE OF LEACHING FACILITY REQUIRED:F "
DESIGN PERC./ RATE L--'- MIN INCH r
`
SID, -WALL i �/f (3 ,25 { �},�i�i' � +r{t.G?�Y`/`J •1
t
BOTTOM #
-•370.52
SIZE OF LEACHING FACILITY PROVIDED.,
„
EFFECTIVE DEPTH
;EFFECTIVE I,ENC,TH 25'
j EF FFCTIVE WIDTH
CONSULTINGENG;kylc;.
POND DRl',r1ANDWICH,
[7WEEKS
MA "i .n4a • (5rN,,,��,7.- ;2e8
nter Engmee`o9 ti,., PS 4iC.
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