HomeMy WebLinkAbout211.009
1
3
1
CROSS SECTION
4' MIN.
NOTES:
OVERFLOW SPILLWAY 6' MIN. WIDTH
24" SETTLING DEPTH & 12" DEPTH OF 2"-4" ROCK, 12" DEPTH OF 3/4"-1 1/2" WASHED GRAVEL.
18" SEDIMENT STORAGE
12" DEPTH 2" - 4" ROCK
12" DEPTH 3/4" - 1 1/2"
WASHED GRAVEL
FILTER FABRIC FENCING
24" MIN. SETTLING DEPTH
1.5' MIN. SEDIMENT STORAGE
3.5' - 5'5' MAX.
12" OVERFLOW
DEPTH
OUTFLOW CHANNEL IF
CONSTRUCTED BY
EXCAVATION
1.MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM
SEDIMENT TRAP
STD. PLAN - 211.00
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGregg Zimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT