HomeMy WebLinkAbout134.59.1 - Proposed Septic Design1/8",TO 1/2,
WASHED STONE
0250 MAX VENT
5.50 40 CAST IRON PIPE 00.25 MM. -- NOT REtlWRED
(OR EQUAL) MINIMUM
PITCH 1/4 PER FT. z i CU. FT. OF
s TEE.
CONCRETE rt°vUrF i,U, ra"I iEE
ANCHOR r
FLOW LINE 99.50 m CKJr.O
µ ELEV. 103 _ 10".
MIN. e
LCV: d tOS00 20 0
LEVEL ELEV. a :9517
ELEV. GAS ELEV. ,. X94_ 6" SUMP ELEV. _$930_
BAFFLE DISTRIBUTION
ELEV. i
IOU1D OUTLET *++ n E MICR CAPACITY INFILTRATORS WITH
BOX -8- STONE IN AN
4 FEET 4 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER,TESTED g .17
s Z ,.,..,,�� - _ - ...._: .� �.........- ,...�. 11 X 4Q' X /0" TRENCH FORMATION -
DEPTH HORIZ
TEXTURE
COLOR MOTT. OTHER
0-7 0/A
SANDY LOAM
10YR3/3 NO ROOTS
7-34 B
LOAMY SAND
10YR5/8 ROOTS
4-120 C
LOAMY SAND
2.5Y7/3
/
DEPTH
HORIZ
TEXTURE
COLOR
-MOTT.
OTHER
0-10
CIA
SANDY LOAM
10YR3/2
NO
ROOTS
10-26
B.
LOAMY SAND
IOYR5/8
ROOTS& `
COBBLES
26-50
Cl
COARSE SAND
tOYR6/6,
10% C088LES
0-132
'C2
MEDIUM SAND
2.5Y7/4
20% COBBLES
PROPOSED SEPTIC DESIGN ,M
FOR
DUBLIN CONSTRUCTION
LOT 1, X764 ROUTE 6A
YARMOUTH, .SASS
235 GREAT=WESTERN ROAD
508
'p. 0. BOX 713 -
598-3922 SOUTH DENNIS, MASS. 02660
,
aATeJAN., 1-8.-20-0-2-1 SCALE _ 20"
REV. ;OCT. fid, 2002 108 N0. 5311 "ro' ,