general project information - anrweb.vt.gov · silt fence excavated storm ... pipe outlet sediment...
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General Project Information
The submitted Erosion Prevention and Sediment Control Plan must have the following components:
Do not combine plan sheets or submit plans unrelated to EPSC!
Low (K< 0.22) Moderate K(0.22<K<0.37) High (K>0.37)
Discharge Area SummaryFor each drainage area with disturbance of 0.5 acres or more, complete a line below.
DrainageArea
DisturbanceArea (acres)
Weighted Soil K1
<.18, .18-.37 or >.37Average Slope %
<5, 5-15 or >15Risk2
L, M or HEPSC3
A, B and/or C
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1 L AB10
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Standard: Temporary Stabilization and Vegetation EstablishmentCheck all that apply
Project Name: Designer Name:
Practice Description
SurfaceRoughening
Mulching
Temporary &PermanentPlantings
SoilAmendments
RolledErosionControlProducts
ConstructionRoadStabilization
Other Describe all other specified Temporary Stabilization and VegetationEstablishment Practices:
14 Hay
2 Tons
Urban
Fertilizer based on soil test
NAG S150BN
Standard: Limiting DisturbanceCheck all that apply
Project Name: Designer Name:
Practice Description
LimitConcurrentDisturbance
Phasing
Limits ofDisturbance(LOD)
Type of barrier within 50 feet of waters of the state (including wetlands):
Other barrier type(s) called out on plans:
Other Describe all other specified Limiting Disturbance practices:
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5
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Standard: Runoff ControlCheck all that apply
Project Name: Designer Name:
Practice Description
Fiber Roll
Water Bar
Check Dam
Diversion
Earth Dike
TemporarySwale
PerimeterSwale
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Standard: Slope ProtectionCheck all that apply
Project Name: Designer Name:
Practice Description
Rip Rap
Retaining Wall
Brush Layer
Live Fascine
Branch Packing
Standard: Flow ProtectionCheck all that apply
Grassed Waterway
Lined Outlet/Lined Waterway
Rock Outlet Protection
Grade StabilizationStructure
Paved Flume
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Standard: Large and Small Sediment ControlCheck all that apply
Project Name: Designer Name:
Practice Description
Silt Fence
Excavated StormDrain Inlet Protection
Fabric Drop InletProtection
Stone and DropBlock InletProtection
StabilizedConstructionEntrance
Debris Basin
Rock Dam
Sediment Trap
Temporary SedimentBasin
1
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Standard: Small Area Sediment Control – Sediment TrapsCheck all that apply
Project Name: Designer Name:
Practice Description
Pipe OutletSediment Trap
Grass OutletSediment Trap
Catch BasinSediment Trap
Stone OutletSediment Trap
Riprap OutletSediment Trap
Temporary Sediment Basin SummaryCheck all that apply – Complete one sheet per Sediment Basin
Project Name: Designer Name:
Drainage Area #: Sediment Basin #: Drainage Area Size (acres):
Total Required Storage:cubic feet
Total Storage Available:cubic feet
Class:1 2
Standard:
Class 1 Class 2
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Plans include:
78,510 18,348
1 1 21.7
Temporary Sediment Basin DesignComplete one sheet per Sediment Basin – See Directions Below (page 12)
Drainage Area #: Sediment Basin #: Drainage Area Size (acres):
BASIN SIZE DESIGN
larger
DESIGN OF SPILLWAYS & ELEVATIONS
Note
ANTI-SEEP COLLAR/ SEEPAGE DIAPHRAGM DESIGN:
DEWATERING ORIFICE SIZING
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(2) 6.5" orifice sized for 24-hrextended detention
21.7 2,9081,454
3873.66
0.49 0.32
82.72
21.7 4.3482.72
3048
12
Additional storage volume
5.66 4 0.5 463 66 1.5
1 1 21.7