13-1057-049900
GAL
SEPTIC
TANK I
Split System Fixture Count
AU, SITE TREATMENT AND DISPOSAL SYSTEM CALCULATION:
w
DATA 5 BEDROOMS WITH 4,334 SF OF AREA
A�PROVED
ESTIMATED SEWAGE FLOW CALCULATION AS PER 64E-6.008
PMW DADE C LJNTY tip LT DEPAII-MlENIT
TABLE No. 1 (RESIDENTIAL)
J, P" E 11-1 *, i -r Ay-
3,300 SF -- --------- ---------------------------- 40C
GPD)
60 GPD FOR EACH ADDITIONAL 750 SF----�—
S E P C TA N K GAL. flMH�,)
THIS DWELLING : 1034 SF ABOVE 3300 SF
1) Rl, NF s C 1. D O. FT,
AVERAGE FLOW _______________ __________________________ _ _ _ __ _520 GPD
TOTAL
TOTAL FU = 37 37 FU = 520 GPD
UNDER S'pTT," C"
�M 'F DRAMNF H -161
INVERT ELEVPAJlcn
S0170%11 C17 DRA!N-- EL D ELEVATED-
C,
FOR SEPTIC TANK # 1 18 FU (18/37) X 520 GPD = 253 GPD
PERMIE TER OF 0XCAVP,,T,10N AREA 'HALL BE
FOR SEPTIC TANK # 2 19 FU 267 GPD
AT LEAS FEET )V0r-R A D LONGER -J:iAN ThE,
PRC'PGSED ABSO PTPOPS SED OR
FOR SEPTIC TANK # 1 ------------------------------------------- 253 GPD
TOTAL
FOR SEPTIC TANK # 2 ------------------------------------------- 267 G
TOTAL
SEPTIC TANK_j 1 AS PER TABLE NO. ii
Uj
253 GPD
AVERAGE SEWAGE --------------------------------- 900 GAL CAP SEPTIC TANK
FLOW IS
REQUIRED
DRAINFIELD: AS PER TABLE N0. III
ESTIMATED SEWAGE FLOW (GPD) 253 = 316 SF X 0.75 = 237 SF OF DRAINFIELD
L0
SOIL RATE ABSORPTION IN (GPD) 0®8 AND 118 SF RESERVE AREA IS REQUIRED.
001
SEPTIC TANK # 2 AS PER TABLE NO. Ii
F—I
267 GPD
AVERAGE SEWAGE --------------------------------- 900 GAL CAP SEPTIC TANK
FLOW IS
REQUIRED
DRAINFIELD: AS PER TABLE N0. III
ESTIMATED SEWAGE FLOW (GPD) 267 = 334 SF X 0.75 = 250 SF OF DRAINFIELD
SOIL RATE ABSORPTION IN (GPD) 0.8 AND 125 SF RESERVE AREA IS REQUIRED
ig
i
3'-0* X 29'-0" = 87 SO/FT
3'-0* X 29'-0* = 87 SO/FT
3'-0"
A
El
1" WATER SERVICE NE
----------------------------------------------
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(D
or CA I
APPROVED
Pm!! I-DADE COUNTY HEALTH 0EfV'RTf--!FN'T
M
I
F,
Kaml I
41
Pmw
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0
"A
pomm
01 BEN
Im
" ROVED
A�PROVED
OU;ITY HEALTH DElr-»j:-,T?,!E-NT
PMW DADE C LJNTY tip LT DEPAII-MlENIT
PER'ro
J, P" E 11-1 *, i -r Ay-
LATE:
A
DATE—j 7
GAL, 1�'ftj)
S E P C TA N K GAL. flMH�,)
mm
1) Rl, NF s C 1. D O. FT,
EXISTING WATER
INSTALL—kZ4— ("` CL HTLY L?111a!'7`0 S01
METER TO REMAIN
(FIELD VERIFY}
UNDER S'pTT," C"
�M 'F DRAMNF H -161
INVERT ELEVPAJlcn
S0170%11 C17 DRA!N-- EL D ELEVATED-
C,
PERMIE TER OF 0XCAVP,,T,10N AREA 'HALL BE
TER OF �'ON ARE-Al Si FALL BE
AT L - T 2 FE- ","IBC
AT LEAS FEET )V0r-R A D LONGER -J:iAN ThE,
PRC'PGSED ABSO PTPOPS SED OR
AND MNG THAN TH::
PROPOSED 'a
OFIPT,'ON VED CR T
DF, X4 TRENCH.
LIJ
Uj
L0
001
F—I
0
"A
pomm
01 BEN
Im
" ROVED
OU;ITY HEALTH DElr-»j:-,T?,!E-NT
PER'ro
LATE:
A
GAL, 1�'ftj)
DFWNFIELD-2�,�'-;-_Srl FTJ(�%1�114)
INST ALL
UNDER 10T-To%! OF D,WN,-!Ef-D
INVERT EILEV J o Ot4
BOTTO'l OF DRk � NHEI ED �TEVATED
TER OF �'ON ARE-Al Si FALL BE
AT L - T 2 FE- ","IBC
AND MNG THAN TH::
PROPOSED 'a
OFIPT,'ON VED CR T
DF, X4 TRENCH.
f.
PLUMBING SITE PLAN
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