11-532-001up-io
0 51
0:4: ii�lllgmm
11 ZT-4161 J, R
EXIST. BUILDING + ADDITION: 2,800 Sq Ft
D
CR SEWAGE FLOW: 400 qpd
�/ 0r
(o
04 N
NON - POTABI-11
L 400 / 0.80 500 Sq Ft TRENCH DRAINFIEL
RESERVE AREA REQUIRED 250 Sq Ft
TRENCH CONFIGURATION: 501 Sq Ft
56x 3'= 168 Sq Ft x 3 - 504 Sq Ft
lw
w
lr I
9
-------------
EXIST. E� 75.00
WATER
METER T
SW 62nd COURT
2Q ASPHALT
SITE PLAN -SEPTIC TANK
SCALE: 1/8" = l'-O"
spml
REVISIONS:
" 11.
PROJECT:
=
EXIST. BUILDING + ADDITION: 2,800 Sq Ft
D
CR SEWAGE FLOW: 400 qpd
�/ 0r
(o
04 N
NON - POTABI-11
L 400 / 0.80 500 Sq Ft TRENCH DRAINFIEL
RESERVE AREA REQUIRED 250 Sq Ft
TRENCH CONFIGURATION: 501 Sq Ft
56x 3'= 168 Sq Ft x 3 - 504 Sq Ft
lw
w
lr I
9
-------------
EXIST. E� 75.00
WATER
METER T
SW 62nd COURT
2Q ASPHALT
SITE PLAN -SEPTIC TANK
SCALE: 1/8" = l'-O"
spml
REVISIONS:
" 11.
PROJECT: