HomeMy WebLinkAbout211.004' MIN
1' OVERFLOW DEPTH
1' DEPTH 2"- 4" ROCK OUTFLOW
j CHANNEL IF
CONSTRUCTED BY
3 9 EXCAVATION.
2' SETTLING DEPTH 1 F, 1 5'MAX
1.5' SEDIMENT STORAGE I I\
FILTER FABRIC FENCING
V DEPTH 3/4" - 1-1/2" WASHED GRAVEL
CROSS SECTION
NTS
NOTE:
MAY BE CONSTRUCTED BY EXCAVATION
OR BY BUILDING A BERM
Y � STD. PLAN - 211.00
y+ PUBLIC WORKS SEDIMENT TRAP
�� DEPARTMENT
MARCH 2008