HomeMy WebLinkAbout8 Jannor Way - Site & Sewage PlanSITE
i
PLAN
TOP OF FOUNDATION EL.: 3!,
a
b.�
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ee:
IN. ELI. =�� c •• • ,.
a
•o• IN.EL. gip. a L
b•
4' LIQUID LEVEL
IN.EI. IN.EL.
IN.EL.'
O/ B W/ 6" SUMP
EL
PRECAST SEPTIC TANK WITH
CAST IN PLACE INLET AND
OUTLET T'S PER TITLE 3C
SIZE: � ec) 0 GALL(D
0
PROFILE OF PROPOSED SEWAGE SYSTEM
SYSTEM DESIGNED BY THE TOWN OF -- -- — RE6ulATIONS AND
STATE TITLE Y FOR SUBSURFACE DISPOSAL OF SEWAGE. tSCALE : 1/4"=1'0"
N. B.
1. ALL PIPES
IN. E1.2=' Qoma
Ll
c °o
o�
o
T00o
auo
p c, p
p`
•b
a V o C
°wL0
'EFF. DEPTH'
O
000 ° b
J D OVb
•�
0
t 6pb a b
LEACHING
SYSTEM: USE ? ,.. �,.:=
o lb Jo cc,
Doop0
c
• J O
0
oo:
AREA: SIDE`--C,,�;c;�'
40
abo 0
60TT0M ; f 7e, A� 17�r r
TOTAL FLOW
'164 -
PROFILE OF PROPOSED SEWAGE SYSTEM
SYSTEM DESIGNED BY THE TOWN OF -- -- — RE6ulATIONS AND
STATE TITLE Y FOR SUBSURFACE DISPOSAL OF SEWAGE. tSCALE : 1/4"=1'0"
N. B.
1. ALL PIPES
SHALL BE SCHEDULE 40 P.V.C. SEWER PIPE
2. ALL PIPES
SHALL BE SLOPED 1/4" PER FOOT EXCEPT
FOR
THE FIRST
2 FEET OUT OF THE O/B WHICH SHALL
BE LEVEL
3. DESIGN FLOW BEDROOMS AT 110 GALDAY PER
1111.44:o GAL/DAY
SEPTIC TANK
SIZE X = GAL.
USE GAL. W/ GARBAGE DISPOSAL
LEACHING
SYSTEM: USE ? ,.. �,.:=
EFFECTIVE
AREA: SIDE`--C,,�;c;�'
60TT0M ; f 7e, A� 17�r r
TOTAL FLOW
'164 -
TOTAL REQ'D FLOW 440 X t s,, =
loW/� GARBAGE DISPOSAL
RESERVE FLOlII
REFERENCE
PLANS
-�-
SOIL LOG
NO. i E=L NO. 2
,•� 0
3
--. 7 4
_- -- Z 6
�--- -=;24,7 7
}--- -=--j
?3.7 8
I
9
• _ 10
2 COVER 1/8' 3/8• WASHED STONE 12
3/4�-1 1/2" WASHED STONE 13
PRECAST LEACHING PITS
NO.:-"' -SIZE: K 4` E - ;
14
15
PERC TEST RESULTS
PERC RATE:
WITNESSED
Yr'�« BOARD OF HEALTH
DIA . r DAT: j= -
r
i DIA f
> 1€
°{
i
IV
` .� . � �� 'tom 1� •� r -��' ;. `'L' - ��
,; i -
14
to
+.,
!S • � E.S.. cm. E7 u tSL / J ., , ;
r
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,
f
s
__TR(l D
N 4 1984
APPROVED BY:
BOARD OF HEALTH
DATE •
PROPERTY OWNER:
DF -C:.. tom,' 19 ,
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