HomeMy WebLinkAbout143.105.8 - Plot Plan'....
•
Baxment floor Et". 87.0.
DEPTH SOILS ELEV.
.a-
.. : .. :-. , .-. .., .-: ::. ., . .....y
0 '
:organic:'
0'-3'.
O
89.75
`-
-Loamy
r
�
.. -.-
-„ - -
3'-6"
10 v0. e/2
89.14
-' -
_..
House
70 mm. from.:.
house to septic tank
eP
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-
,...:, :..
NOTE. ALL PIPES ARE 10 8E 4 SCHEDULE 4 P V. • - ..
5 EOU E D
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PERCOLA710N TFo
EJT -
Sontl
GENERAL, NOTES
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P ropo ed ou ..
'-Crae noo •I•». e4s
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Se 6e to k covert mW.'
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....
-,.. "r _ ..: .
'.
Me Sand
-..
n actor is responsible for D,gsafe notification
m"EACH
ID � S/e
-C, .. .82.00
' < -
-. To of Fw iota" E 9 .5
P
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Witn41 6 in. of rw."d rade
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Erode o.er•.tonk ee.o _ _
Rnwn aode B Box ae,m' lnwh code o.: adcn T•a "- s0. oo
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Dote .of Pereototion Tes A rPP
t p it 21, 1998` - ,: -, ... -. " ._ ,.• ,.
•i:5 'YR in
and protection 1utilities
n of. all Underground
P g o d and pipes.
h septic tank ,
p and distribution box shall be
.. _,
.C,
..:- c' ...
;,... o
r SITE �.
a ,.
,.
Medium
'
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... , , , -.. •;'. ....:.._. .. ..r
_
Test By. Don Olala�CiS.E.. Down Cape Engineering - Yarmouth MA
( P 9 9 ) ....
F_L IELDNot
level -
on. 6 3/4 ] a/2.: stone: '.
-
aa3 o
'tk- '�. -
'..
• .,
/ /compacted
'.dHotE
� :•
..,
_
Results Witnessed B ... Am , Van •:Horse Yarmouth 'B.O,H, - '
Y , Y ( ) : :'- -
--'Percolatlon.Rate..tess.ThaIn
c.
,:of
: 3 Backfill should be sand or gravel no
•.
°� " '. A c '
exon
M- er lve
'
'CONCRETE
ao�
150"-168
. .,_:..,
_ .. ._.
m c .. .. --
".
atone
: •. ... ,
stones over 3 In size.
:
,Q w
i _
NIS FOUNDATION
o •-
::.�_
AL `- R U L A 0 ND
•.: •, b15T. BO% _ ..5 Moilmu towr .. ,: .. -
0.02 _., p - '_. # Perioretetl P.V.C. .. _
- -.•'-' ;. :
� - :. -. - ..:, ., ..
.. ,,. ..-. ,.
T 2 -washed tone .:
/�_ / 5
.:. ... .. ., . "
'. -';,'system
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-
,. -. . ;-.
Thi s tem I5 subject to inspection'd I
Ys 1urnginstallat,on
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-
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PROPOsED PIPE
Face FOUNDeTICN
.:
': S
• m
1500 GAL . - -. ,.
,, ,.
SFPTIn..TANx n.
,.: .,
B,-fjB�er Foot -.
s •QTfiI
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,', :... en rncTcn
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..' b CormenE.- E. -,Shay, -Engineering
Y ay.. Envlronmentes& Civil
Ro "...• .
- '.'
3G,"bUULC UP (.'UMYUIVC1V7' U]SY'ANUL'S "
.. --4' perforated A,V.C. pipe -
'Test Hole '
Baxment floor Et". 87.0.
DEPTH SOILS ELEV.
�
0 '
:organic:'
0'-3'.
O
89.75
`-
-Loamy
shed tone 8
S
�
.. -.-
-„ - -
3'-6"
10 v0. e/2
89.14
E
B9.50
,
Loamy -
Sontl
6"-36"
f0 YR 5/B .
87.64
6'-48"
B
each oil.v..85.00
c t le
F E
Medium to
T' -M P 0 IL
c R F E
•
Me Sand
m"EACH
ID � S/e
-C, .. .82.00
,
m
TSYS
•
Loam
•i:5 'YR in
0
6'-108
- Ce
81.00
Medium
'
Coarse Sand
7'0
F_L IELDNot
77.00 -
Sandy
to <ab
/ /compacted
is vR 8/2
132"-150
c.
78.14
•.
e an.
'
7.5 YR 7/7
150"-168
• G •,-.
4
atone
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:
'
::.�_
AL `- R U L A 0 ND
8
PBOViOEDS�RIPOUT
_
s
_
A _e
� y � _ tlwoter Elev.+.:77.00 (Groundwater not -0bse
N d_G(QV8 ( rued)
- •" -
b In:of 3/4' 1-1/2
NOtef
Remove soldown . : to bl. replace with
Nolr
..�.., 1 Elev.-77.0t)
compacted atm•
clean COM a San W r ',
s tl /pea rate fesa than or
, . .: ..
: Bottom of Test Hole 2 Elev, •x76.64 :'- -
..
adual to 2 mm. m; before:R- oftenplacement
.
6 r. 5-0 -on tenter _ _
2 o center 5 0 on center f 2 6 on center
I
�., .,
•: i', . ,.
„ ..- - `
. -
- - washed Stone
Z
112
. -
FOUNOATOu
-0 SEPTIC TANK . D_
00XLEACHING FACILITY
3G,"bUULC UP (.'UMYUIVC1V7' U]SY'ANUL'S "
.. --4' perforated A,V.C. pipe -
'Test Hole '
No: 1
DEPTH SOILS ELEV.
90.00
:organic:'
0'-3'.
O
89.75
`-
-Loamy
Sand
3'-6"
10 v0. e/2
89.14
E
B9.50
Loamy -
Sontl
6"-36"
f0 YR 5/B .
87.64
6'-48"
B
8600
Medium to
•
Me Sand
48"-96'
ID � S/e
-C, .. .82.00
,
Firm Sandy
_
•
Loam
•i:5 'YR in
0
6'-108
- Ce
81.00
Medium
'
Coarse Sand
08'-156
2.5', C,7
77.00 -
Test Bole.. ,
No. "'2
DEPTH ' SoILs ELEv.
0 1 90.64
Organic
0"-3"
0 ' -
90.39
`-
Loamy
10 YR e/z
3'-6"
F ,
89.14
Loamy .
Sand
10WePo
6"-36"
B
87.64
Medium to
Cocne Sar d
f0ffiB 4
36"-66"
: G
6514
-Scndy
Loam
10 YR 6/2
t
66"-78'
.. CI:
8414
Med. Sand
'
2.5 YR 7/3
78'-132
C,..
79.64
Sandy
Loom
is vR 8/2
132"-150
c.
78.14
•.
e an.
'
7.5 YR 7/7
150"-168
• G •,-.
78.84
o. ine contractor shall
arnstoII
this
system in accordance DETERMINATION with Title V of the Massachusetts state code, theapproved dPI
an
obe
tJ
ck
e
and Local
ti
Regulations.
J
S =S SCOW -Se- _(
OW Max)max
. o
» ) -6. !( during I installation the e contractor
9 encounters any -
OW. ... '- soil Conditions or site -conditions that are different - '
LACUS
..MAP
from those shown on he - -'
t soil .fog or In our desgn
S ='10.0 -.4 (20.9 r 20.9). - instdiaVon -must halt immediote`notificction be
.; ,. - _
.
4.84 mode to Carmen E.ShayEnvlronmentaL& C.rv,.Enq�neenng.
,
-
7. No vehicle or - heavy machine
S 10.0 - 0 = 10:0 r ry shall drive over the
" - septic .system unless noted as: H-20 septic components. ,
u Tite as Duffles or -equals '-
.. 9 on .elf outlet tee ends:-
• SOURCE - May 1
998-'Reodin for .
r. 9 - i - ',
' - 9. All r � ' -
Dist Ibut�on Lines e shall be 4•'.
.diameter Schedule 4pipes.
Barnstable 0 NSF PVC
e Wel( AIW -230' •
10. All solid piping; tees & fittingsshall be 4" diameter -
- Schedule 4N F
" 0 S PVC pipes with water tight joints.
11. Muni cl '
0.F Water is Available,
'
P
- S" = Estimated Depth To Max.. Groundwater ®Site
S= Observed Depth to Groundwater 0 Site:
j
S. =Range of Groundwater ®Site
` 0
e t
M4 "; Measured
D p h to Groundwater ®Comparison Well
OV{;, '= Maximum Recorded Groundwater Depth 0 Comparison Well
OW Recorded Upper Limit of Annual Range ® Comparison Well - : -