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-�/le LE V"�'T
YOUR DRAWING MUSE BE KEN
AT THE BUILDING DURING THE
0 T I C E 6l�
PROGRESS OF THIS WORK.
w�a*ywg►..+*rs'+��a, x" A►e�ysra��gayamr ��p�ap �,_�� APPROI=E%s R}' DRAWN BY
C �UILDING i/EPARii4�aY�: SCALE- f�i ..# V' «�
An As Built .purvey must bye Tows a! 1)artm'*U* DA,�,-r,
submitt w to the Building t 4
a foundation inspectionor j _. .._ DRAWING �4M x
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DIETZGEN NO, 198•MF AGEPROOF MASTER FORM
I
DIETZGEN NO, 198-MF AGEPROOF MASTER FORM
I I - - 2- 11
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NOTICE
An As Built Su?vey numt be
Bubinitt:x! to tha Building
Dept. prior to calling for
& foundation hmpectim or
any furthw •
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11 YOUR DRAWING MUST BE KEPT
AT THE BUILDING DURING THR
PROGRESS OF THIS WORK.
IUILD�jqa DEPART14M
Town of Dar
SCALE : ' nr APPROVED BY
DRAWN
DATE: :!07'
DRAWING NUVE'.
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APPRQVFD BY
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DIE-i ZCjEN NO. 198-MF AGEPROOF MASTER FORM
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NOTIICE
An As Bvilt Survey must be
t:-i,3 Building
Dept. prior to casing for
a foundation m'zpoction or
any further comatruction.
YOUR DRAWING MUST BE KEPI
AT THE BUILDING DURING THE
PROGRESS OF THIS WORK.
13UILDING MPARTMIT
Town Of Doxtmouth
I
5 1 F U f, F- N NJ f) I Q& - A0 A ( A: P R no r- m f� R i--(,) R m
4 0 C 0
IS ZTEM IS NOT DESI ,uI U
o DARTMOUTH BOARD OF HEALTH
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✓ 0 1i
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NOTlCr
' An As Iauilt Survey must be
submitto ills 1^,1ilding
f ted
f x� • p Dept Prior to tcali for
e or
a foundation inzpeCtiona
+� ProP`3 1 ejrrr
1 any further oonetruction
0
y ✓} y�y t � t i
prop. Well
t
z
t q Ll
8
TOP OF
FOUNDAT ION
Et_EV
W
10' (Min.)
�® i • G'I
r
1000
GALLON CONCRETE
SEPTIC TANK
"- 4
FINISH GRADE
4
T3"
o C SAN 'EES i
I
56"
50
5.
i
t
L•_ _ _ _
weld•E st" wsr-
TYPICAL SEPTIC TANK DETAIL
Not to Scale
v
BY A Lk1 E1NGJµ'° EEFR
AND Copy SENT TO TEST TAKEN -
WARD OF HEALTH. INSPECTOR - "14 13 C'! r- 6�
PERCOLATION RATE - t r n I
SEE PAGE
LEDGE -
GROUND WATER r,t 43
19" _..
to" 1
8'
2" 20" 2
TYPICAL. DISTRIBUTION BOX DETAIL
Not to Scale
S01 L LOG
9 ,+
i 1
4".
't a fir.
do_" Ct G e al tl� 4Required when X�_. _._.
lo"..•
.. . 0 ,6 ♦O
-10
• • . • • •
TYFIICAL LEACHING PIT
Not to Scale
131,s
111�ttivt� Ci�]t✓ S of aia
installation
11lartmoutb Beard of jT8aj j
APPROVED
D 0 -A- R D of H lj�-A. LTH
Daz� ��'/��6
B'Y
TOV=I N of IJAR'hd , 19
DESIGN DATA
ESTIMATED FLOW11
CALCULATIONS - A Ti` . YY ' *} `t 30-2 go
a
GENERAL NOTES
t) This system is desighed in accordance with the State Sanitary
Cade (TI t I e s) and any city or town modifications
2.) Engineer and Board of Health to inspect sewage dtsposal
system before backfilling. '
3.) Elevations based on r:R k.. {a datum plane
4.) Leaching pit to hove 12" maximum bockftll covering.
5.) Locus being cl r .
6.) This system ( is not) designed for a garbage disposal
7) Leach area to be excavated to elevation 12 14 .7 and
btackfil led with clean cloy -free gravel to bottom of bed
8.) Owner or Builder -
ply y � rg
"Lj _ _. _ _ _ _._.._
BACKFILL
PLAN
LEGEND �--
j I, Sb a Mtn.
I/8 ii'
--....
pID
T �� •�
L it-`40
�8
�
SEPTIC TANK
Min 2
_
DISTRIBUTION BOX
LEVEL STABLE ,, `k.'�
c
'
Q
wc>'shed Starts
4" C I PIPE (Tight Joints)
BASE
-
P
4" { ` C, PIPE ( Tight Joints)
31QI- I t��
-------
LE A"'RING AREA LIMITS
DISTRIBUTION BOX Woshed Slone
A Ati , 4. �'' f 0'
I Z •�I
--56--
EXISTING CONTOURS
N!i O T R � Gk 0 1 TZ E V
/ ��/" -� f '�
---- am—
I PROPOSED CONTOURS
cLEAN CLAY Gr�aYEl.
,7
D
DRAIN LINE
l,e �.f fz
WATER LINE
' d
+
TEST PIT
TYPICAL PROFILE OF' SEWAGE DISPOSAL SYSTEM LEACHING PIT a M.sIrP. BENCH MARK
0 WELL.
RESERVE LEACH AREA
NOT TO SCALE �.
GERALD �
PTZG BAUD
V EWAGE DISPC�S,4 L
S?'S TE
IN
DESIGNED FOR
Sale As noted
13 CHURCH STREW'"
'TT POI T .;� : O J