HomeMy WebLinkAboutSUB198900228 Plan - Revision Preliminary Plat 1973-11-273
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DI SrRIE3 UTI 0N
DR,4 !!H F I E L D'
Cf}N '1IURA,Ti0N
`NHEi\, TO FAL
LINE LENGTH
IS 2400` OR
LESS
g DR AIIINFIIE L_D
6 !_ NES SPACED
{ 6` ON f SINTERS.
n�
r`)RAINF1El_D
DEIGN DATA
A, AVERAGE !`:'. :)T ` EDRC}'.',MS PER .._tJS'f E_R i Nli..
DR/', -INFIELD
CC) NFiG!Jr”=,A1l 0 tl
WHEN : ..T_O.T. AL_
LINE LENGTH
IS GREATER
ATER
THAN 2400'
3
! 11) RAIr`_,`FIc_1_D
! L_1NE:S SP AC E1)
6' ON CENTERS.
MAXIMUM LINE i
j
DISIRi sUrl!J1
--
Dox
DOX
CRAif\:FIEL_D
DRAINFIEL_TJ 1
a
CA:;RA;` WASTE
WATER "�OdrRi-?JT!(�^! PER G_U�"E� U,l-t7t tc i)0 �0J f A_. f J N' it / L),=,Y
h�----------------------------�
ISI` AINFIELD FRENCH
CROSS SECTION
E. SIZE OF SEPTI,_- TAINK --:: -/501 GAI.--. / CLUSTER UNt—
F. SIZE OF DOSI!!G TANK
G TOTAL DRAINL_INE LE_IG T H
AVG. PERC RATE
i
MUTES INCH i
___:3f1 OFS CESS
45
60
( MUTES IoIC'Fi 1
30 OR i._ES5
4J
60
DO 7>1Nk,3 TANK, CAR ACI TY
( GAL ' CLUSTER? UNIT )
72
87
_6
LENGTH OF _DRAINLINE
(__LINEAR t.:.rlEJ .` CLUSTER L ;,iIT )
368
444
488
THE
T. G E r- Sr7 r,
H, t,Li._ C' )P�r1rs I`lt:�!`i�1 .:� OF r.-iE SEWAGE _ :_1, �:_3'�:-`-,i_ '" ;n '._M ',^fIL_I__ BE DF;iIG I) IN r C'(:;!'.1RJfi,+"dCE.
'N! fH fist RLISHE.CJ RULES ANDRE_(. ULA•j MI OF 'THE VIRGir,HA S_. "l -E^ DEPS \R„+ ' . OF HEALTH
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