HomeMy WebLinkAbout83-1437 - Site & Sewage Plan1[
SEPTIC PROFILE
T.O.F. AT EL. 24. o I ACCESS COVER TO WITHIN G OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
% WITHIN 8' OF FIN. GRADE
ZZ.o MINIMUM .75' OF COVER OVER PRECAST / 2% SLOPE REQUIRED OVER SYSTEM
RUN PIPE LEVEL r DOUBLE WASHED PEASTONE
21.0 FOR FIRST 2'
:. PROPOSED 1 Som
GALLON SEPTIC �, o
^,j �� 1 _z5 TANK (H- 10) B FLE `''s� -- L7O0CD V M=0O
u.5 19.'T `�'-7 1 C3 O O ED 0 o
SLOPE) e' CRUSHED STONE OR MECHANICAL CD C7 CD C3 0 O C3 0
1 COMPACTION. (15.221 [21) 2'1 C7 0 O D ED c__1
0 0
DEPTH OF FLOW - (--L% SLOPE) (1} % SLOPE)
3/4" TO 1 1/2" DOUBLE WASHED STONE
TEE slzEs:
INLET DEPTH J�
OUTLET DEPTH
LEACHING
FOUNDATION— IOC — SEPTIC TANK D' BOX FACILITY
olv�, Pg eq
t� I -f a P f 6 w A 191 =
�u_—
4
I.nlarl rg,��-
3' MAX.
2a. o
TEST HOLE LOGS
-_
ENGINEER:
d
WITNESS: L_
DATE: 10 " S� " &A"Z
PERC. RATE _ /- 2 011 l / I I`1
CLASS �— SOILS P# _ �-
If s;d1s ELEV.
1 1
0"
Id�rQ 5/a 'I
—
2. s i
PAu ra g000 S
—I
I I
r •+
°197.00.0 '�
n1p
ELEV.
\I
O
A
S .L•
6�
c •�
'T r'T r-13
_l_1=
I_ ,P
I
0 �
y
o -
VA I
Jv-
LOCATION MAP
ASSESSORS MAP I 1 5 PARCEL + Z
ZONING DISTRICT: 14 `t'o
YARD SETBACKS:
3,+ FRONT = 30
— SIDE = 15'
REAR = 7 o�
PLAN REF. - L.� C. 345la�i
FLOOD ZONE: 4+ EL_ g r
✓�-a,e,j E T,t2 F°JJ✓�sjlorJ
'fo 6" O."1' (5r -L-00 Vl&-1 Polrll_loP ao-,-
(
(e. o
,D
— NOTES:
� sf.ilP«-,moo r
L
I „ - 1. D!I,TI IAA IS
JEFITIC Ij ESiGN: (; AREAGE uISPOSER IS�Y i L1 i� i _1
\+ tij��/ _ -�
DESIGN
A 3 LO GPD DBEDRIOOMOSW( \14 GPD) = aGPD 2: MUNICIPAL WATER IS
3 3 -%4- I
y a S TO BE AASHO
3 MINIMUM PIPE PITCH TO BE 1/8" PER FOOT
�. ...I . -SEPTIC TANK: �,v GPD (z) _ (0[00
4 DESIGN LOADING FOR ALL PRECAST UNIT H � o
5. PIPE JOINTS TO BE MADE WATERTIGHT.
GALLON SEPTIC TANK g IN ACCORDANCE WITH MASS.
i USE A 1500 . CONSTRUCTION DETAILS TO BE
\�
LEACHING_ ENVIRONMENTAL CODE TITLE V.
;.• r '� -- �� �`
• �i j \ � 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
SIDES: ��— I�—
USED FOR LOT LINE STAKING.
f �/' / / tier ✓ / h P jOP o�A a ? 1� BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
",f R�� °�' -�' ��� 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
20 TOTAL: '`I `J S.F. GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
/-�` ��� �t f. 21 11bc C31 500 (TAS PGM o2 eQrla 1– _ FROM BOARD OF HEALTH.
t_ `J 1;�✓ / / /� / —^ 1�1 L�pfA E nh wll f 24i g o4 z10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
,LLOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES PRIOR
T TO COMMENCEMENT OF WORK. 1
Wl('7E rt-'f,E� 'ro VEI.11c. �E wI-Osf
f� FjIDC "I L1'iK 1 I.
�1S._ /i ,., /'�S9 ' �• /I., �-Zo I�Oo-01.-1e�. LOHPsrf&HTb (15:66
— f/
/ _�ECENti Sl TE AND SEWAGE PLAN
\w� <� ,-?t�` / 100.0 PROPOSED SPOT ELEVATION
OF _---- I
�}�} �12A
100x0 EXISTING SPOT ELEVATION
\� ok/ \ o oQ 1 �� IN THE TOWN OF:
PROPOSED CONTO',IR
EXISTING CONTOUR PREPARED FOR: 1 ,
b Pao
19
JOB## Ll -7- 9
I,
e?y
tib' 4�T "°� l �\ L� �rwP. hl�2,Jh �`lEH1,�/XJOtJoaoS� Fh'(f.116
J
^)ja \ �t [. BOARD OF FIFALTH
MA
3 0 °10
SCALE: `I % `� i DATE: 0 \/, 20 1 eI,iI
_ DATE APPROV, ��jj���
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n ,0
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