HomeMy WebLinkAbout279 West Yarmouth Road - Sewage Disposal System Design 2g
0 TEST
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NOTES: I. SEPTIC TANK SMALL RE STEEL
REINFORCED CONCRETE.
2. SEPTIC TANN TO WITHSTAND H-10. LOADING
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS,WHEREIN N-20 LOADING
SMALL APPLY.
b. ALL PIPE CONNECTIONS AND CONCRETE
CONSTRUCTION TO BE WATERTIGHT.
i 1
O _ I
PRECAST I,
SEPTIC I:
1 TANK
I
PLAN VIEW
DATE:'-,_- a4r DATE: 3-I3-�C, DATE: -2- I'S -a4
DATE:
TEST BY: ---
TEST BY TEST BYc---`
TBPN +9 gab,_ :STffrN�ala goitoz s"rA TEST BY:
WITNESSED BY: `NESS 1;f Y: T?4' v kAM*T " '
WITNESSED BYF WITNESSED BY:
3`�N�rsi4Npep ?.M (v�e� WITNESSED BY:
FERC. RATE: 7ww N.c`hmwg�'ty
xPERC. RATE:`. PERC. RATE, -
MINJINCH MPN./INCH PERC. RATE:
— MINJINCH , MINJINCH
DATUM.
VERTICAL DATUM: fJssrira c>
BENCH MARK USED: ToP FLfPN�r�' otT. f/,Kp ,Ya, 8 0
�ro tis ep Ek- e /trs ,e�ci (RaOati�
22/.05
ate,
1 iv-Jb
foc,/{Ttosf oF`1`P#r RP
aae riaOTES,
'R I N DESIGANO. .
STRUC7ION�OF-TME SEWAGE
QR�..' FACILITY .pNLY.
L4NSTRUCT[NMETNDDS AND
`RWLS SHALL FOR to MASS.
i.E, tITLE' ;q NO tOCA'BOARD
IEALTN itEGUL ATIbNS, L . 1 11
P.VOES LOCATEDt M(+fpER PAVEMENT
RAVELED WAY -SHALL BE
:ONCE 40 GR`_iCiUA4.