HomeMy WebLinkAboutEngineered Plan - 2014Z
MA
GENERAL NOTES...:
SOi.L TEST L
OGS .
SYSTEM DESIGN CALCULATIONS
rn
TEST HOLE 1: EL= f
F OW. p RY LN
A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC 5YSTEDA
UNLES
S H-20 COMPONENTS
ARE USED.
,
B. THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE. SYSTEM AS DESIGNED UN--
..
-''LESS CONSTRUCTED AS SHOWN.. ANY CHANGES SHALL BE APPROVED IN WRITING...
C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT.OF WORK. .
DEPTH FROM
SURFACE
(INCHES) '
SOIL
HORIZON
SOIL
TEXTURE
(USDA) :
501L ' .
COLOR
(MUNSELL)
SOIL OTHER
MOTTLING
I
I
s
O -G.
E
Loa m Pine Sand
I OYR 2/2
NONE
^
—,
G-33
B
Loam Fme Sand
I OYR 5 8
NONE
—
33-130
CI
Fine Sand
I OYR 7/4
NONE WATER
108" 51ANDING
9;
HUM
BELOW THE CROWN OF THE
VON HONE AGENT YARMOUTH HEALTH DEPARTMENTAMY �
LECTRIC iD MINJ.
,„
SEWAGE DESIGN L <RANB -
2 BEDROOM DWELLING @ . I 10 GPD = 440 GPD rn G
LEACHING CAPACITY REQUIRED. REGRINELN
' PE
4 BEDROOMS (MAX.) @ I, 10 GPD =. 440 GPD REQUIRED
LOCUS
ANK CAPACITY REQUIRED: ;, N
_
SEPTIC . -TANK
OW = 440 GPD 200% = 880 GAL. REQUIRED. Q� yp• S A
DAILY FL @
L q
S �
l
SEPTIC TANK CAPACITY PROVIDED:. � � �C .9 p JO
1500 GALLON SEPTIC TANK (MIN. ALLOWED)
.1 1
O N ST (�U CT
ION NOTE
�.
C TEST HOLE 2• EL= I I. I + CHING CAPACITY PROVIDED:
LEA
I :) ALL CONSTRUCTION SHALL. CONFORM TO THE STATE ENVIRONMENTAL CODE,
.TITLE 5, AND THE REQUIREMENTS Of. THE LOCAL BOARD OF HEALTH.
AMBER S
ND DISTRIBU
TION
OZING CH A
GREASE
TRAPS D ( )
IC TANKS O,
2. SEPT
BOX(ES) SHALL BE SET. ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY•
COMPACTED;:OR ON A G .INCH CRUSHED STONE BASE.
3.) SEPTIC TANK(S) SHALL MEET ASTM STANDARD C 1 127-93 AND SHALL HAVE
DEPTH FROM.
SURF ACE
(INCHES)
0-12
SOIL
HORIZON
E
SOIL'`
TEXTURE':
(USDA)
Loann `.Fme Sand
SOIL
COLOR
(MUN5ELL)
I OYR 2
SOIL.
MOTTLING
NONE
OTHER, •
12-30
B
Loam 'FmSand
5
I OYR 8
I
NONE
—
30-130
30-1 30
C I
Fine Sand
I.OYR 7/4
NONE
I PERC . 40 TIME 14:OG
J.M.OKEILLY 4w A55OCIATES INC..
WITNESSED BY: MATTHEW T FARRELL; EIT, ,
-
PRO, OSED UG pix
:; INSP.:P -oRr o
5T
< 9 " IN HOLE < 5
HUM
BELOW THE CROWN OF THE
VON HONE AGENT YARMOUTH HEALTH DEPARTMENTAMY �
LECTRIC iD MINJ.
,„
a�. .:
_.. X
11.5 �O'
„ IN FIELD CAN LEACH: +€ o - fed NO. 4 '.7z Ove
ONE (1) 40 X 1 5 X 12" LEACH G 5
Vt=[(40' X 15')] X 0.74 GPD/5F=444.0 GPD ,
j p tn. .
444 GPD>440 GPD REQU RE (,
ISNOT PERMITTED WITH THIS DESIGN.. r2 F+• 9, �n
NOTE. A GARBAGE DISPOSAL w
.. �
AW � 0
A
L
t3r.,.\
: .k.,
�S
U
R
r,INSTALL: �
ONE —(I ) - 1500 GALLON SEPTIC TANK
L
I ION Rated)
' ONE (I) - 3 OUTLET DISTRBUT BOX ( H-20 '
N
1
- LEACH FIELD .40' x i 5 x 2 l� .
. ONE I) LE NOT TO SCALE.
(
' N
NHOLES.. THE MINIMUM DEPTH FROM THE BOT -
AT LEAST THREE 20 DIAMETER MA -
". TEST HOLE 3 EL 119
O
TOM OF THE SEPTIC TANK TO THE FLOW UNE SHALL BE 48
4`) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND.A MINIMUM OF G"
ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE
CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE:
5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST
CONCRETE WATERTIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G" Of
FINISH GRADE; OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT.
SHALL CONS
IST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL.
DEPTH FROM.
SURFACE
(INCHES)
0-12
SOIL
HORIZON
E
SOIL
TEXTURE
(USDA) .;
Loarni Fine Sand
SOIL
COLOR
(MUNSELL)
I OYR 212
SOIL' OTHER '.
MOTTLING
.:
NONE
12-28
B
Loam' Fine Sand
I OYR 58
NONE
28-130
1 Cl
Fine Sand
I OYR 7/4
NONE WATER 122 STANDING
5EPTIC TANK
,r. N UST AND SHALL BE
-I/2 DOUBLI= WASHED STONE FREE OF IRON; FINES AND D
DISTRIBUTION LINE TO TH E BOTTOM OF Tt 1E
J.M.OKEILLY 4w A55OCIATES INC..
WITNESSED BY: MATTHEW T FARRELL; EIT, ,
-
PRO, OSED UG pix
:; INSP.:P -oRr o
5T
XINSTALLED
or t'avemP„ / I 1-X151 ING C.UN I UUK 1
BE LAID ON.A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I
7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE_
4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED
AT END OR AS NOTED.,
8.) OUTLET PIPES FROM DISTRIBUTION BOX.SHALL, REMAIN LEVEL FOR AT LEAST
: 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATERTEST DISTRIBUTION
BOX:TO ASSURE EVEN DISTRIBUTION.
9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP...OF G" MEASURED BELOW
.11
THE OUTLET INVER ... ...
- F 3 4 TO
. .., . .- .
, ..
DATE OF TESTING. 3/ 19/2014 ,.
1 -
�: � : L� � . -
- '
®
TEST f10LE %BORING LOCATION
UTILITY POLE
LO.) B ASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST O /
i N RATE. LE5S.THAN 5 MIN/INCH IN'!C I LAYER. : .
PERCOLATION
u
'......
O
s . v 1..
.
5EPTIC TANK
,r. N UST AND SHALL BE
-I/2 DOUBLI= WASHED STONE FREE OF IRON; FINES AND D
DISTRIBUTION LINE TO TH E BOTTOM OF Tt 1E
J.M.OKEILLY 4w A55OCIATES INC..
WITNESSED BY: MATTHEW T FARRELL; EIT, ,
-
PRO, OSED UG pix
:; INSP.:P -oRr o
5T
XINSTALLED
BELOW THE CROWN OF THE
VON HONE AGENT YARMOUTH HEALTH DEPARTMENTAMY �
LECTRIC iD MINJ.
,„
a�. .:
_.. X
11.5 �O'
11s
COVERED WITH A 2SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE
FINES AND DUST..USE
ENCOUNTERED°'
WATERx
ABSORPTION SYSTEMus-
11.6 `. +e:” <
.,, x 11.2.,NO
D.welimg, Existing
sa5
SOL ABSORPTION SYSTEM
:.
LAYER OF 1/8 TO 1/2 DOUBLE WASHEDSTONE FREE OF IRON
A LOADING RATE OP 0.74 GPD/SF FORSIZING OF SOIL
WELL
eaerve
FUTURE
12x5
f 2x8 C `PORC
.
PROPO�ED WATER x .7 .,:•:{
-� ST
®
R _
RESERVED. FOR
I) j VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET;
WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREN5,
TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED.
2.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF
CLEAN MEDIUM SAND (EXCLUDING TOPSOIL):
13.) FINISH GRADE SHALL BE A MAXIMUM OF 3G" OVER THE TOP OF ALL SYSTEM
COMPONENTS, INCLUDING THE,SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER
AND SOIL ABSORPTION SYSTEM. ,SEPTIC TANKS SHALL HAVE A MINIMUM COVER,
E3ERVICE x 11.7..
� <.a
fl.
UTILITY POLE
s . v 1..
EB
CATCH BA51 N .
. Existing 1,Jlcdroom
a�. .:
_.. X
11.5 �O'
11s
FIR E HYDRANT
D.welimg, Existing
Gas Line
f 7.8_++.,
:.
WELL
Existing Wateg
Service
12x5
f 2x8 C `PORC
®
DRAINAGE
TO BE REMOVED
.
Pa ed
q
1 2 x8
.MANHOLE
Drive
,1;
16.2'•+
/.
■
CONCRETE BOUND FOUND.
:
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11.9...
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