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5. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC, STREETS MUST
BE REMOVED IMMEDIATELY.
4. WHEN APPROPRIATE, WHEELS MUST BE GLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC, STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN
AREA STABILIZED WITH CRUSHED STONE WHIGH DRAINS INTO AN APPROVED SEDIMENT
BASIN.
5. SOIL STABILIZATION FABRIC, TO BE USED SHALL BE MIRAFI 500 OR APPROVED EQUAL.
STABILIZED CONSTRUCTION ENTRANCE
NO SGALE D Q STD .O
FILL SLOPE
P/N/sH G
L
2' MIN.
GENERAL NOTES- N--/-
I. DITCH SHOULD HAVE LONGITUDINAL
SLOPE OF 1.0% MIN.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
WIDTH AND
DEPTH TO BE DE516NED
BY ENGINEER (I' MIN)
DRAIN.
REGID.
FLOW
DITCH
AREA
FLOW
SLOP(Sis�E
MAX
■N■
f1=T)
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BPS)
GAPAG
(AC)
(GFS)
(C.FS)
A
2.0
'7.0
1.5
.0225
2.0'
2.0'
0.6'
3.G
8.8
B
4.0
16.8
1.5
.0225
2.0'
2.0'
1.0'
1 4.5
24.0
* TH15 DIVERSION DITCH SECTION CAN BE USED TO DIVERT RUN—OFF TO ANY OF THE SEDIMENT
TRAPS SHOWN ON THE EROSION CONTROL PLAN. MAXIMUM LENGTH IS 100 FEET PER DITCH.
TEMPORARY SILT DITCH
NO SCALE
PVC END GAP
�"C" ENCLOSURE
E*YqATERARM A55EMBLY
ENTRY UNIT
ELBOW
PVC, VENT
PIPE
WATER SURFACE
PVC, TEE
PVC, TEE �� PVC END GAP
PVC, PIPE �ORIFIGE
P HOLES IN 5GHEDULE 40 PLATE
UNDERSIDE PVC, PIPE
FLEXIBLE
H05E
BOTTOM SURFACE
TED BERM
-51LT FENCE
(SEE NOTE 2)
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Site Area Description I 5tabill;
Perimeter dikes, swaies and slopes 7 Days
Hiah Quality Water (HQW) Zones 7 Days
Slopes Steeper than 3:1 1 7 Days
Slopes 3:1 or flatter 1 14 Da
All other areas with slo pes flatter than 4:1 1 14 Da
PART 2A: EROSION AND SEDIMENTATION CONTRO
24 HOURS OF A RAINFALL EVENT GREATER THAN C
Erosion and Sedimentation Control Measure
Measure iD or
Location and
Description
Operating
Properly?
(Y/N)
Any Repair
or
Maintenance
Needed?
,'N
New Mi
LroQosecf
Dimensions
❑
*New erosion and sedimentation Control measures instalk
practice shown on a copy of the approved erosion and se+
PART 2B: STORMWATER DISCHARGE OUTFALLS SI
24 HOURS OF A RAINFALL EVENT GREATER THAN C
Stormwater Discharge Outfalls Inswected
Stormwater
Any Visible
Any Increase
Any
Discharge
Sedimentation
in Stream
Visible
Any vi
Outfall
in Streams,
Turbidity
Erosion
sheen, f
ID or
Wetlands or
from
below
suspende
Location
Outside Site
Discharge?
SDO?
diiscoloral
Limits? (YIN}
[Y/N)
(Y/N)
PART 2C: GROUND STABILIZATION Must be recorder
Areas Where Land Disturbance Has Been
Ccmpleted or Temporarily Stopped
Tlme Limit for
Ground Corner
7 days or 14
days
SKIMMER .END VIEW FRONT VIEW
No SCALE DEQ STD # (5.64cl
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