BP-584SOIL LOG .
30
to
ELEVATIONS MUSTt
3„
s OUT ;f
13��
-
Lo
+ �
,
_
CHANGED WITHOUT HOUT BOAR
OF HEALTH APPROV�
P
14.
:�..
4!-0
1,
4-3
rCaN�
,
.d
ZU
Z-], v
pp
d
,� 9 �Locv5
tiv
T P1PE
4'-6"
sCH 40
PVC TEE
LIQUID .f
1
M
. F ��.1:,►
i3. 2o.I � 1 .•
J80E 18 R
ISoR
18oS
1806 1802 ISoE
A
4 -
LEVEL a.
*777
N wcldcd steel W,rc
101-6tr
v
S
79
IzCD:3
14..
-
ti'ncrTo2
i`
1►�,5
_ z
-Z- M ='
0
-CV,
SA,ap
ems' Q w-1.3 4
" TYPICAL SEPTIC TANK DETAIL
Y
LE,&.0 U\t3Ci 3ED Not to Scale 140 0A"
zz.,8
Lsor To sr-`'� ROTONDO ST 1500 or approved equal �e2C.ZaaC :"/lr�i�l �2a>t�; l " �M N•
-V9In7-3 30S
TEST TAKEN- n13+)`�'3 ��\9i�9 �Ir"ZIa$�
BOARD OF HEALTH INSPECTION 13y wE*lco� 69 3�E1'6t'
REQUIRED WHEN EXCAVATED I 13 13p This System Is i0 �CSti�� INSPECTOR-
1
1 •w 1 1z8 �ibr Garbage Grinder, Whir,'Pool PERCOLATION RATE- l I� MIS
/ \ Ali SEEPAGE- �JOr Otherh Water U�0, D ��iC S.
LEDGE- t„aoJc 3
GROUND WATER- V\a V` e
I 1 Ell i%,
tI i 2•
.,� e DESIGN DATA
o�
,33 PI__ & 7 —7 5 i
DESIGN FOR 5 ov
,,' 1� L p7 _z_H-L-{ i M ESTIMATED FLOW Gf3� x 1tD6y= 05o6,,L-
+, 4 z zaZ'� _ r• r x ,4tiys a
\3� rJ ►-�O,o0-1 `�,� i "1 9 CALCULATIONS So _ a3 3
1y p Ch SIC: t!51.�3xZ)�tC��Z�
' 0 00 ►oovozoir; �� / j / / 5 TYPICAL DISTRIBUTION BOX DETAIL LEACH AREA:
T?3o2 f / Not to Scale )
� — K H 3. �
.9 f I x % AMERICAN PRECAST or approved equal _
y ,y Z ,► i01 GENERAL NOTES o� STol�otil s,�
.\ — 95 35• �� ! J Z , to
2 Z PO`-> 1 Ia
V _ cr^' �,o J I.) This system is; designed in accordance with the State Sanitary I
13Z Z. a ,3�
� N / / Code ( I itie 3 � and any city or town rrlovifications.
2.)'Engineer and Board of Health to inspect sewage disposal
>►iG�r�t.e� J f ! { I system before, backfilling.
p „ 3.) Elevations bayed on SuG�wslcx.1 datum plane.
4.) Distribution pifpes to be capped at outlet.
- ��
o � � / �Z,' _ •.t a 5.) Locus b e i n g Lo-r- Z n�.►Toato r1CX1VztN�. E5-ri,
6.) This system C is not ) designed for a garbage disposal.
7) Leach area to be excavated to elevation iZ .o and
backfilled witch clean clay -free gravel to bottom of bed..
a PLAN LEGEND-*
�
't�113`? , 'i - 4" PLASTIC PIPE (Tight joints) o o SEPTIC TANK
LA t.- 1Z8•a °
18Ca �L.
_ 3'a=ate �e
(Ti ht join
ts) ❑ DISTRIBUTION
BOX
6:"FTEST PIT`RATED PLASTIC
CZ�I
le
7 Cz)
_ 5c. EXISTING CONITOURS g.m BENCH MARK 3
— a
�a:�'+'c`';��:. C=U�L— 5� - PROPOSED CONTOURS �/
BOARD OF HEALTH i SPE ii ,. E
TOP bF :;' 13y
REQUIRED WHEN EXCAVATED RESERVE LEACCH AREA a D
FOUNDATION I 13L) Q WELL FEB 2 4 iq q�
ELEV.= 13o,0 ;a: .. /,..�\.. FINISH GRADE I3
GJ\ dJ . =' �I S= Z-
..•,
' B.O.H. P.E. STAMP SU8�SURFACE SEWAGE DISPi`S�A I
.. �33, ► 5 2-7 3 t=���,�-ruc�.v c�ve� ' B.O: H. STAMP
C L I E N T
. , u- ♦ • o • 4 OO
� b GEi'1AL'D s� �\
LS�1°
1 13Z.3Z 31 • �3 r a,2� y �. 70 1_3Tlt--t
r .y o R♦//�. MICH4EL r"i
GERALC•
D tI;S 00 131,80 LEVEL STABLE _ t. � ? l9sos C, _ I CN,-,.' � Gam. -
m
li1So2(t� Its }(�i 1�oE o•\ t I Q t E .13 \ I ® w t
2'� Note: 1/8 per foot GAL. N CONCRETE BASE 1 I Li Z ` o o, 9;\c,r ��� `��;¢ 1
slope min. -
�3 �� ' ��� = a^ FIRNA TITLE
SEPTIC TANK N �. _ st,t
Tort LE�.1 Gi 1-! �. 3' tzca�o� + R� t o f p P .
DISTRIBUTION X =
of FITZ ERALD ENGINEERING
0 E�ttZ(a,
o:o. LI*VEL STABLE o EJ.IZ_ SG _ G�
6.•O. H. NOTES P. L.S. STAMP
TYPICAL PROFILE OF SEWAGE DISPOSAL SYSTEM ENGINEERS AS -BUILT SPECIFICATIONS: --r`�--�-��-„�-�-� �•
Not to Stole FLAN & CERTIFICATION `'
Note. Overdi limit (shaft not) extend lofeet STATEMENT REQUIRED
Note: Discrepancies of soils or water table during construction 9 TftEAt�pflVgtpT CON TACT GERALD M. FITZGERALD
must be reported to the engineer for inspect* outside leach area and excavated to HIS OFFICE
P 9 P �;� DOES !`ai(�T 6UARA�JTEE - ADDRESS: ,
elevation<ti and backfilled with coarse EFFEfTOTGyEBS THE D RESS. 13 CHURCH STREET
Of
n must be approved b the A
An changes to this la NMA.-
Note:� 9
Y 9 P PP Y washed sand to .elevation 13z.a - - INSTALLATION Y MATTAPOISETT o= 3
Board of Health and the Engineer. DARTNIOIJT TELEPHONE.755- 3523
A
ki
� f�
LU
IHICI Ey J w < k
L
Ld
WV
UNA
O
fL
Z,4
0-
N.
ILJ
LLJ
<
IL
W.
F
--------------
_ ---
jil
y
E
,
-
, r
TYP_
FNSN2
i
r
A
s
!2
! F
f {'
r
-
'
a �
� _ �
dL�
S _
U �
`- t ST _
� J -
-
40
/ tom: " i
r`
I
�T�-
,``) r,t
I
•
f f 2
l -- L
U2AL �L b--
REAR ELEVATION
SCALE 1/4�+= it-C"-
0
RIGHT SIDE ELEVATION
SCALE 1/4t = I0.
000
LEFT SIDE ELEVATION
L J5" loll
+�
},
��4ir
•
_
r' t,
�f
r ,
,
II
r
� I
C t �� • -- --- — —
to
g 11�r s ..• -
� ,,- - _ ; - -- — —'! `»--.r"�. r-.,,r-- 1! � ! ' � „n �. i v q a+ �"'�`_ ;r . +c. Y ` - �.. � . f y —Ir- ..l <•..) .. r ' �,< � t
C,^�'_ -
_ `}'"" ;.' �` t,�7 /-?"i'., f^ C /'� I �;. •� "C `.•�j �,� �';+�" .s _ `�`.
1
'of
'- ILL -- riot
D
ti Co
,�
'�A' .L) 7-1 0 11,J { .
CpC�t,1 c
TOWN OF DAB rtmVT
[ r. v . . > �'. .c •o _ ¢ p` 1 >• p v : ty. a , 4 ? p "p ,.a.• ,e • 0 14 _D ,•d_ �p , tp .. o. P .V ;D, P. v-. b• RECORD FLAN
cr
A Copy Of This Endorsed
Plan Must Be
Date
° stl
SECTION — A
PROPOSED oN DWELLING
SCALE I/2fd = 1'-011
LOT 24 - 4 ANTONIO WAY NORTH DARTNIOUTH MA
BCALE:AS NOTED APPROVED Ev, - DRAW(! I_
DATE: NOV. 30,1994 --"
FOR
BRENT AND JUNE. ROBIC �EAII
DRAWI V0 NUMBER --
COASTAL COI�'�°�EPTS, .INC.
70 LArnBETH STREET, NEW BEDFORD, MA 2 o
--T
�
I
i
I
I I
�
of
i
I of l
Y
/fir
f ,- UN�lh/JsyEJ .8 A s 1`M i!F-147-
A
- - ---3 6' - G�
I
o
CA SEM
I
144
Y
I
I
%J
o
----------------
8 ED alb O h?
G
o
SECOND FLOOR PLAN - ELECTRICAL
r�
1]LJ
�
0'�
Cif❑
�
If
77
77
TO LAMBETH STREET, NEW BE155FORD, MA,j E:
1; _
N �
£d.alq'��Ci Q
i
r
r
�
ti
W
I
0
a
x
cnl
w
m
m
Z
o.
M�
w
w m
m
>
w
cr
3�
_I
W
LL
w
�..
:
Im
w
"Y
Q
��
W
O
O
+�Z_v
:w
p
O
_i
F-
;
R>i
J
W
Q-
J
Q
W
cn
Vi
.r"
BG2-d?2-h�(y
Zpa
w
m w
w�oww
-
p
V
N O u
n) n a
o E
Q.
a�
r
rCL
CO p
y t
o E
o
Z
� 1
o
a
s
di
Z
C,
lip
J
P'"