HomeMy WebLinkAboutEngineered Plan - 2014T.O.F. @
EL. 50.0
i
IN5TALL R15ER5 * COVER5 TO PIPE5 TO BE LAID LEVEL FOR 21' LAYER OF DOUBLE WASHED P'"ASTONE
WITHIN G" OF FINISH GRADE 2' OUT OF D15TRIDUTION BO OVER 3/4" I I/2" DOUBLE WASHED STONE
(SEE PLAN VIEW FOR LOCATIONS ALL AROUND
WATER TE5T D -BOX FOR � I.
LEVELNE55 * FLOW r
EQUALIZATION
EL. 49.0EL. 49.0 _� — EL. 49.0
4" 5CH 40 PVC0 PVA TOP @ EL. 4G.7
4" SCH 40 PVC
I O" 14"
�-45.0 47.5 II (3) 500 GALLON Pf�',ECAST DRY�F✓i<LLS
INSTALL GAS BAFFLE 47.1 7 47.00 L _. BOTTOM @ EL. 44.00
IN OUTLET TEE 47.25 4G.00
DE3-G
i
EXISTING 1000 G,4,L. H-20 G
POLYETHELYNE INSTALL Di5TRIBUTION
SEPTIC TANK BOX ON G" LAYER OF
CRU5HED STONE
-i
BOTTOM Th @ EL. 35.0
i-
SEPTIC SYSTEM PROFILE
� DESIGN BATA _
i
[,'Al LY FLOW: (3) BDRNi5 x I 10 GPD = 330 GPD
1, SEPTIC TANK: 330 GPD x 200% = GGO GPD
" USE: EX15T ING 1 000 GAL. POLYETHYLENE TANK
1)15TRIBUTION BOX:
U5E: (G) OUTLET DITRIBUTION BOX (H-20)
'15011- ABSORPTION SYSTEM:
USE: (3) 500 GAL. PRECAST DRYWELLS LINED
j1 w/4' OF DOUBLE WASHED STONE ALL AROUND
(";APACITY:
51DEWALL.: 93 x 2 .x 0.74 = 137.G GPD
BOT-OIVI: 33.5 x 13 x 0.74 = 322.3 GPD
49` EXISTING 1000 GAL LEACH PIT TOT AL: 459.9 GPD
TO 6E PUMPED DRY '� REMOVED,
'ALONG WITH ANY CONTAMINATED
\moo . ✓�� SOIL
�`.p
�® GENERAL NOTES
p� 49.2i0 J
�o \ �T" °0 1. SEPTIC15Y5TEM 15 TO BE INSTALLED IN ACCORDANCE WITH
° 49. I
EXISTING 1000 GAL. 3 10 CMR 15.00: TITLE V
POLYETHELYNE J 2. THI5 SEPTIC SYSTEM 15 NOT DESIGNED FOR THE USE OF A
5EPTIC TANK i GARBAGE DISPOSAL.
3. THI5 PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION.
4. CONTP,�CTOR SHALL PROVIDE 48 HOUR NOTICE TO DE51GN
ENGINEER FOR ANY REQUIRED INSPECTIONS.
5. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ANY
49.0 UTILITY; ABOVE OR UNDERGROUND, PRIOR TO ANY EXCAVATION
f OR CONSTRUCTION.
�e \\ \y "ate QAl� REN yG ,
C �. �s _
-4- '-"o o RU35t 1
�a.114�0=
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iO
0>1STS
R
OLLA�
. l •UCt. Q k L cas :a3¢:uC4l'd heW1til JI.!'epa 1rinent Ian j- s 7iJ
O 1
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I
9
PREPARED FOR
KAREN REINO
w
zau
501L
SOILL
SOI COLOR
Lu
OTHER
SUROM pAeF
HORIZON
FEXI-URE
(MUN5ELL)
DEEP OBSERVATION HOLE LOGS
O' - 7"
/ 1 2"
i ' -32.
132'
FILL
A
B
C
FILL
LOAMY SAND
LOAMY SAND
MEDIUM 5AND
DATE: 04- 1 G-2014
TEST BY: D. MEYER, R.5.
Locus
o
z
f
}
r
O
�i
m
W
r
(J)
y
-
II
NOTE: TH15 PROPERTY LIES WITHIN ZONE II
NO INCREASE TO EXISTING FLOW PROPOSED. i
T.O.F. @
EL. 50.0
i
IN5TALL R15ER5 * COVER5 TO PIPE5 TO BE LAID LEVEL FOR 21' LAYER OF DOUBLE WASHED P'"ASTONE
WITHIN G" OF FINISH GRADE 2' OUT OF D15TRIDUTION BO OVER 3/4" I I/2" DOUBLE WASHED STONE
(SEE PLAN VIEW FOR LOCATIONS ALL AROUND
WATER TE5T D -BOX FOR � I.
LEVELNE55 * FLOW r
EQUALIZATION
EL. 49.0EL. 49.0 _� — EL. 49.0
4" 5CH 40 PVC0 PVA TOP @ EL. 4G.7
4" SCH 40 PVC
I O" 14"
�-45.0 47.5 II (3) 500 GALLON Pf�',ECAST DRY�F✓i<LLS
INSTALL GAS BAFFLE 47.1 7 47.00 L _. BOTTOM @ EL. 44.00
IN OUTLET TEE 47.25 4G.00
DE3-G
i
EXISTING 1000 G,4,L. H-20 G
POLYETHELYNE INSTALL Di5TRIBUTION
SEPTIC TANK BOX ON G" LAYER OF
CRU5HED STONE
-i
BOTTOM Th @ EL. 35.0
i-
SEPTIC SYSTEM PROFILE
� DESIGN BATA _
i
[,'Al LY FLOW: (3) BDRNi5 x I 10 GPD = 330 GPD
1, SEPTIC TANK: 330 GPD x 200% = GGO GPD
" USE: EX15T ING 1 000 GAL. POLYETHYLENE TANK
1)15TRIBUTION BOX:
U5E: (G) OUTLET DITRIBUTION BOX (H-20)
'15011- ABSORPTION SYSTEM:
USE: (3) 500 GAL. PRECAST DRYWELLS LINED
j1 w/4' OF DOUBLE WASHED STONE ALL AROUND
(";APACITY:
51DEWALL.: 93 x 2 .x 0.74 = 137.G GPD
BOT-OIVI: 33.5 x 13 x 0.74 = 322.3 GPD
49` EXISTING 1000 GAL LEACH PIT TOT AL: 459.9 GPD
TO 6E PUMPED DRY '� REMOVED,
'ALONG WITH ANY CONTAMINATED
\moo . ✓�� SOIL
�`.p
�® GENERAL NOTES
p� 49.2i0 J
�o \ �T" °0 1. SEPTIC15Y5TEM 15 TO BE INSTALLED IN ACCORDANCE WITH
° 49. I
EXISTING 1000 GAL. 3 10 CMR 15.00: TITLE V
POLYETHELYNE J 2. THI5 SEPTIC SYSTEM 15 NOT DESIGNED FOR THE USE OF A
5EPTIC TANK i GARBAGE DISPOSAL.
3. THI5 PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION.
4. CONTP,�CTOR SHALL PROVIDE 48 HOUR NOTICE TO DE51GN
ENGINEER FOR ANY REQUIRED INSPECTIONS.
5. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ANY
49.0 UTILITY; ABOVE OR UNDERGROUND, PRIOR TO ANY EXCAVATION
f OR CONSTRUCTION.
�e \\ \y "ate QAl� REN yG ,
C �. �s _
-4- '-"o o RU35t 1
�a.114�0=
i'
iO
0>1STS
R
OLLA�
. l •UCt. Q k L cas :a3¢:uC4l'd heW1til JI.!'epa 1rinent Ian j- s 7iJ
O 1
® .o E y1 -v
DEPTH
r a me
Dzte
PREPARED FOR
KAREN REINO
SCALE:
1 " _ 20'
zau
501L
SOILL
SOI COLOR
SOI'_
OTHER
SUROM pAeF
HORIZON
FEXI-URE
(MUN5ELL)
DEEP OBSERVATION HOLE LOGS
O' - 7"
/ 1 2"
i ' -32.
132'
FILL
A
B
C
FILL
LOAMY SAND
LOAMY SAND
MEDIUM 5AND
DATE: 04- 1 G-2014
TEST BY: D. MEYER, R.5.
WITNE55: A. VON HONE, HEALTH AGENT
6
PERC RATE: < 2 MIN. / INCHn�
=� Q..
DEET OB5ERVATION HOLE # I EL. 49,0
o ,
�1 �`
DEPTH
FOR
G LAKEFIELD RD., SOUTH YARMOUTH, MA
PREPARED FOR
KAREN REINO
SCALE:
1 " _ 20'
DATE:
04-24-2014
501L
SOILL
SOI COLOR
SOI'_
OTHER
SUROM pAeF
HORIZON
FEXI-URE
(MUN5ELL)
MOTTLING
O' - 7"
/ 1 2"
i ' -32.
132'
FILL
A
B
C
FILL
LOAMY SAND
LOAMY SAND
MEDIUM 5AND
I OYR4/ 1
I OYRG/8
2. YG
UO Li
^x
' L¢
C NO""E: NO GROUNDWATER ENCOUNTERED
SITE SEWAGE FLAN
FOR
G LAKEFIELD RD., SOUTH YARMOUTH, MA
PREPARED FOR
KAREN REINO
SCALE:
1 " _ 20'
DATE:
04-24-2014
DRAWN BY:
TMW
J013 NUMBER:
REVISION:
511EET NUMBER: I
SP- I
WELLER *- ASSOCIATES
I G45 FALMOUTH RD., SUITE F9
P.O. BOX 4 1 7 CENTERVILLE, MA 02@32
TELEPHONE: (508) 328-4692
EMAIL: trlsweller@cgmall.com
REGISTERED LAND SURVEYORS t ENVIRONMENTAL CONSULTANTS