HomeMy WebLinkAbout59.181 - Site and Sewage Plan (2)SEPTIC PROFILE
TEST HOLE LOGS
T.O.F. AT EL. V: -0
1 r ACCESS COVER TO WITHIN ar OF FIN. GRADE (NOT TO SCALE) r*
/ ACCESS COVER (WATERTIGHT) TO ENGINEER: 0 ' P` 1-4•T �'-
`, WITHIN 6 OF FIN. GRADE ver �� �'.. E /)
•• MINIMUM .75' OF COVER OVER PRECAST % 2% SLOPE REQUIRED OVER SYSTEM ) g K g7 WITNESS: '
RUN PIPE LEVEL ! DOUBLE WASHED PEISTONEDATE:
11. FOR FIRST 2' '3' MAX. PERC. RATE
PROPOSED I SOp�
GALLON SEPTIC - CLASS SOILS P#-7"
Ilo.gv TANK (H- GAS
gAFFLE
0 0 00 0 0 0 o 0 j
•(yX SLOPE) CRUSHEDSTONE OR MECHANICAL yI.
0 0 0 0 0 0 0 0 0 ELEV. ELEV.
CO
f MPACTION. (15.221 [21)
1 2
0'
DEPTH OF FLOW
(—L% SLOPE)
(--L% SLOPE)
ii
ly,•�
—.I.
`�I+�`
TEE SIZES: (a•,
INLET DEPTH -
y
`�
r---7 ,�.`.,_'� SA..�.a p40
i
I\
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"
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3/47 TO 1
1/2- DOUBLE WASHED TONE
OU IXT DEPTH
I
j
�-5•
? `}
LEACHING
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Io Kl1�t
FOUNDATION— w —SEPTIC
TANK
D
BOX
FACILITY
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ASSESSORS MAP 4'- PARCEL
ZONING DISTRICT: N/a
YARD SETBACKS:
FRONT =
SIDE =
REAR =
PLAN REF. -
FLOOD ZONE:
NOTES:
ia}� \•'Y' Y' lY ��� �tt'I IC DESIGN (C.14 21A A: DISPOSER iS ? + 1 _ Vim- ry -1 _ r 1. Lf.. �_bf I` _:_— _- _.! y!' _—J_scL..nt— -�^•_
+^K`� DESIGN FLOW: __ BEDF00MS (-LD-GP')) _ '120 GPD 2. MUNICIPAL WATER IS I-"L"c — _ —
r\f USE A '27')OGPO DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
e" E.,•-1 -1
SEi'TI{_TANK:'d''to GP4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
U ( %) = Co(.�o
5. PIPE JOINTS TO BE MADE WATERTIGHT.
O, USE A GILLON --PT IC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
r - P ` LEACHING: ENVIRONMENTAL CODE TITLE V.
to I'" 7 rt \ Yv p c
c
(� l 1 1 �o. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
O \ " oAw `f 7/ ,l l l� SIDES:
jY USED FOR LOT LIN_ STAKING.
/ ✓w i ' ' o 1� BOTTOM: 1'' -'--) " 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. ,
TOTAL Y S.F. '-41 GPD " 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
( INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
pnaJ ,.l ✓J Poj,o / .->? / I LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
\' TO COMMENCEMENT OF WORK.
r`.If.gO.f'. FlIL-L-h'/ o-L-f.4.r7Sar1i7 on-.RLIJo./[ Cah�iPy��s
_LEGEND SITE AND SEWAGE PLAN
`o _ •-- 1 [J�q� 'ROP )S _D SPOT ELEVATION OF
100x0 _XIST'NC SPOT ELEVATION
c r IN THE TOWN OF:
/oo d�� (100 'ROPOS.D CONTOUR l�/t� ✓ �1�
r �.��I �, y/'2- E0
S�I
.���XlST`NG CONTOUR PREPARED FOR:
L�
-
�� ✓ qto / 'LU O ° 60
I BOARD or HE,uaa
fo �J NI o F �a n 1�vJ Tib ass SCALE: 1 "201 DATE: 0(/1� ��. Ill�(7_
APPROVEll DATE
ort 505 -x2 -4,'W
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down cape engineering, inc. Of \NA Of M�
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939 vffhin st. yarmouth. ma 02375 : r- —
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JOBS ,.S. DATE
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