HomeMy WebLinkAboutBLD-90-069t . Y
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Y 0 `0 ASL J. 4 r j 4'CE .LO P.C. t- OBSERVED BY ,
��,y,�, �. � r _� B.G.H. � GENT � �',� �,d1�7 t`��.�-•� fv,r
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I'VAIANHOLE COVERS TO
EXTEND TO WITHIN 1241
•0F FINISHED GRADE
20' MIN,
F OPOSED SEPTIC SYSTEM
ELEVATION —NO 6CALE
0 •
DESIGN COMPUTATIONS (LEACHING CHAMBERS I
.NO_ OF BHDROOMS 2,
�.
DESIGN FLOW UO GPD : k 2 72,0 6 c
LEACHING RATE L Z M I
PROPOSED LEACHING COMPS.
AREA BOTTOM ,.'a 1.0 gal. /.ft?
AREA SIDES a 2.5 gal./. ft.2
Ab o L'xWx1.0 :)N' 0 X/ = ?
As- t 2xL*2xWIx1.0Wi5 �zo)(�.s•)� �G
TOTAL LEACHING CAPACITY -3 0 f'Q
SEPTIC TANK CAP. d 150% x9<-->0 w
NO GARBAGE GRINDER USE /000 _ GA.,S. T.
FVVV 77
Alin, le,
r ! r f
�.` , I ' Z_
' G x
R.p
Z�l ,,e
0
• l
".:.'.:. ...�...., -.'.- ....s.....�-.;.:-.:...._..a- �;.».i ., .xK.�`w'•'F.as'*r6d'knr:�ar.,�.
d
f2". MIN. - �• ,� r„
2" PEA-
----- STONE
9 :r.: ALL
y
* AROUND �
f.
•i
LOCUS 1AAP
SIDE WS*W ,
�rGENERAL NOTE
ELEVATIONS SHOWN ARE BASED. USES DATU�eA
4 �#---3/4-1I/2
SYSTEA PIPE SHALL BE EITHER C L 0R SCHEDULE
WASHED 40 PVC:
• ; .; STONE
z
THS. BOARD OFHEALTH SHALL eBE IOTIEIE(3 PRIORz . T
TO _EACj{Fj LING OF SEPTIC .SYSTEM.
8 SEPTIC SYSTEM STRUCTURAL, ::,COMPONENTS SHALL BE
' CAPABLE OF:`WITHSTANDING A' H-40 LOADING, I UNLESS
SPECIFIED OTHERWISE.
- SEPTIC. SYSTE S' UNDER f3RIVEWAYS SHALL COMPLY
END VIEW WITH A H -2O LOAaING. ; .
THE DESIGN AND COMPONENTS, OF.. THE SEPTIC'
LEACHING ' CHA fSER.. -SY: TEM SHALL 8E N `; CONII*L1ANCE WITH THE STAT
OF MASSCHUSETTS SANITARY CODE TITLE Ve AND
SHALL .DE W COMPLIANCE WITH THE LOCAL BOARD
OF HEALTH RULES AND ftEouLATIONS.
THE CONTRACTOR' SHALL BE: RESPONSIBLE FOR
LOCATION OF ALL UNDERGRt1UND UTILITIES AND
SHALL NOTIFY DIG -SAFE ' PR1 DR TO CONSTRUCTION.
AUANDNED CESSPOOLS SHALL ' ,E P4j?�D DRY AND
--
FILLED W/CLEAI`J F0PJ--1A SA!,!
i
. '2>}:,. I ,v. • it
' F
/6,4
.r2of/.,i2 T Y '"1cg�/Q Z, .' 'IKE
� :.
_..._..
• 20--- �XISTII�JG CONTOURS!
' PROPOSED CONTOURS
OBSERVATION :.PIT, . •• '
E3 DISTRIBUTION 80X {DSI
SEPTIC TANK (ST)
sp.LE ChI1NG,PIT OAR C= FLOW DIFFUSORS
RESERVE " LEACHING FIT
- UTILITY ` POLE (UP)
K'.
x 147>a,;,
�t j4 U S V {CES
ur
f � ~ � � �*''+.•rai""��
CAPE
•
G~ - -- - 35 DR£TWOOD LANE:0263
a i✓'A f� E D
CENTERVILLE ,MA.
A.4 1' ` 'z ���n� `ch�r_i��c c►c __ .. l Aton el 1o%1 7vnpcz
N
I
i
1
� �p•.�
I ird �
rL
j
°
3.7
G
f
FVVV 77
Alin, le,
r ! r f
�.` , I ' Z_
' G x
R.p
Z�l ,,e
0
• l
".:.'.:. ...�...., -.'.- ....s.....�-.;.:-.:...._..a- �;.».i ., .xK.�`w'•'F.as'*r6d'knr:�ar.,�.
d
f2". MIN. - �• ,� r„
2" PEA-
----- STONE
9 :r.: ALL
y
* AROUND �
f.
•i
LOCUS 1AAP
SIDE WS*W ,
�rGENERAL NOTE
ELEVATIONS SHOWN ARE BASED. USES DATU�eA
4 �#---3/4-1I/2
SYSTEA PIPE SHALL BE EITHER C L 0R SCHEDULE
WASHED 40 PVC:
• ; .; STONE
z
THS. BOARD OFHEALTH SHALL eBE IOTIEIE(3 PRIORz . T
TO _EACj{Fj LING OF SEPTIC .SYSTEM.
8 SEPTIC SYSTEM STRUCTURAL, ::,COMPONENTS SHALL BE
' CAPABLE OF:`WITHSTANDING A' H-40 LOADING, I UNLESS
SPECIFIED OTHERWISE.
- SEPTIC. SYSTE S' UNDER f3RIVEWAYS SHALL COMPLY
END VIEW WITH A H -2O LOAaING. ; .
THE DESIGN AND COMPONENTS, OF.. THE SEPTIC'
LEACHING ' CHA fSER.. -SY: TEM SHALL 8E N `; CONII*L1ANCE WITH THE STAT
OF MASSCHUSETTS SANITARY CODE TITLE Ve AND
SHALL .DE W COMPLIANCE WITH THE LOCAL BOARD
OF HEALTH RULES AND ftEouLATIONS.
THE CONTRACTOR' SHALL BE: RESPONSIBLE FOR
LOCATION OF ALL UNDERGRt1UND UTILITIES AND
SHALL NOTIFY DIG -SAFE ' PR1 DR TO CONSTRUCTION.
AUANDNED CESSPOOLS SHALL ' ,E P4j?�D DRY AND
--
FILLED W/CLEAI`J F0PJ--1A SA!,!
i
. '2>}:,. I ,v. • it
' F
/6,4
.r2of/.,i2 T Y '"1cg�/Q Z, .' 'IKE
� :.
_..._..
• 20--- �XISTII�JG CONTOURS!
' PROPOSED CONTOURS
OBSERVATION :.PIT, . •• '
E3 DISTRIBUTION 80X {DSI
SEPTIC TANK (ST)
sp.LE ChI1NG,PIT OAR C= FLOW DIFFUSORS
RESERVE " LEACHING FIT
- UTILITY ` POLE (UP)
K'.
x 147>a,;,
�t j4 U S V {CES
ur
f � ~ � � �*''+.•rai""��
CAPE
•
G~ - -- - 35 DR£TWOOD LANE:0263
a i✓'A f� E D
CENTERVILLE ,MA.
A.4 1' ` 'z ���n� `ch�r_i��c c►c __ .. l Aton el 1o%1 7vnpcz