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NOTE:.
A*' :WED LAWN AREA IS 1000 S.F.
' "MUM AS PER NITRATE LOADING
RICTTO-riS RECORDED IN
! E -REGISTRY OF DEEDS
bIn PAGE 119.
4
1
d � 4
LOT 24
y
N
LOST 22
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Gel 4
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TRACE
OF
SILT
(F7) -AL To
ME4w�
w N �1t S Awl
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BAR4d' ILE HOLDING a �►
16v W. MAIN STREET
HYANNIS, MA
162" J50,5
4.
WASHED STONE SHALL BE Fl r�
V
5.
NO FIELD MODIFICATIONS " IU,
PERC RATE:
SYSTEM SHALL BE MADE WITHG` IT ,
y
N
LOST 22
�8
\*VL
Gel 4
. JM
SAND
WITH
TRACE
OF
SILT
(F7) -AL To
ME4w�
w N �1t S Awl
. .- k. -N �.!'`Y w'a.e'd•d....,. '.. .+ .kms...^++T•+'�'�'�. �;�'.+k t<a'Nd�r .. 4:AY..#�'•oR�`4-G.T.: ", W^ ..
�. r.v*Y .c.r. ....: ,�..�taV• ..:tl'r.f. I .,e1°-. ..:.,..Y. , .'+T.•`«Y. M'..
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BAR4d' ILE HOLDING a �►
16v W. MAIN STREET
HYANNIS, MA
162" J50,5
4.
WASHED STONE SHALL BE Fl r�
NO GROUNDWATER ' , '
5.
NO FIELD MODIFICATIONS " IU,
PERC RATE:
SYSTEM SHALL BE MADE WITHG` IT ,
APPROVAL OF THE ENGINEER AN``
INVERT PRIMARY.
HEALTH.
BOTTOM PRIMARY 55. a
6.
GROUT TO BE USED AT ALL POINTE '
OR LEAVE ALL CONCRETE STRUC'�,-.
INVERT RESERVE °
PROVIDE A WATERTIGHT SEAL.
BOTTOM RESERVE 65.0
7.
ALL SHIPLAP JOINTS IN SEPTIC TANK SH
WITH NEOPRENE GASKETS OR ASPHALT'
TEST PITS OBSERVED BY: FLAHERTY ASSOCIATES INC,
g.
A CERTIFICATE OF COMPLIANCE MUST t, "
DATE :143i/90
THE CONTRACTOR PRIOR TO BACKFILLIN.
w`-Nltb-5E-0 3 Z) Cr YA,2::ic ; (; %ri� c' 4E,i Tom+
9•
THE CONTRACTOR SHALL BE RESPONSP-_ �-FOR,
DESIGN CALCULATIONS'
THE ACTUAL LOCATION OF ANY EXISTING
SHOWN ON THIS PLAN.
10.
S x
PROPERTY LINE INFORMATION TAKEN FROM:
PERC RATE_ 3 m-4/,,,ic,u (MIW/,J(-H)
NO OF BEDROOMS 4AT 1 D GAL /BR /DAY
j�L Arai wG1�� $4-2 'a f<zc L.
DESIGN FLOW REQUIRED: '110 ONL/
SEPTIC TANK SIZE 1000 GALLONS NO GARBAGE GRIND -R
LEACHING PROVIDED :I'6' DIA- PIT W12' OF STONE AROUND
SIDE' (2.0 )(n)(IO)(6) = 377.0 GAL /DAY FLAH ERTY ASSOCIATES
BOTTOM: (° s5 )(jr)(1014) = 65.2GAL/DAY
END: 170 COURT STREET'
TOTAL: y`/Z z -GAL./DAY PLYMOUTH, MA 02360
--ace-1 I S.F. 508-747-2425 -t--,._ _
% OR IS . TO CERTIFY BREAKOUT CALCULATION
'JUARE FOOTAGE FOR
MAX. LEACHING EL G1, 5 PRIMARY
RESERVE
SLOPE AT EL: 2/12' PRIMARY
•; =, L /2 RESERVE
BREAKOUT SETBACK: 2� ' PRIMARY
l (150 X SLOPE) 25 RESERVE
EL. AT BREAKOUT SETBACK G2 5 PRIMARY
(-` RESERVE
{ !! MAINTAIN 2'/o SLOPE LOCUS
PLAN: OVER LEACHING PIT (
J27 1
. k %S U E T. ALE. 1 2000 • ,_f✓�erj
LAYER OF I/8 t/ -4J
WASHED srory �j
2
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SEWAGE DISPOSAL
N'
YARMOU1.
PREPARED SOP
BARNSTABL .' "`•' Of
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