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construction_scheduling [2022/05/11 11:14] – created adminconstruction_scheduling [2022/05/11 11:33] (current) admin
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 **Considerations for Construction Sequencing** **Considerations for Construction Sequencing**
 ^Construction Activity^Schedule Consideration^ ^Construction Activity^Schedule Consideration^
-|'''Construction access''' - Construction entrance, construction routes, equipment parking areas|First land disturbing activity - stabilize bare areas immediately with gravel and temporary vegetation as construction takes place.| +|**Construction access** - Construction entrance, construction routes, equipment parking areas|First land disturbing activity - stabilize bare areas immediately with gravel and temporary vegetation as construction takes place.| 
-|'''Sediment traps and barriers''' - Basins, traps, silt fences, and outlet protection|Install principal basins after construction site is accessed.  Install additional practices as needed during grading.| +|**Sediment traps and barriers** - Basins, traps, silt fences, and outlet protection|Install principal basins after construction site is accessed.  Install additional practices as needed during grading.| 
-|'''Runoff control''' - Diversions, dikes, and outlet protection|Install key practices after principal sediment traps and before land grading.  Install additional practices during grading.| +|**Runoff control** - Diversions, dikes, and outlet protection|Install key practices after principal sediment traps and before land grading.  Install additional practices during grading.| 
-|'''Runoff conveyance system''' - Stabilize stream banks, storm drains, channels, inlet and outlet protection, channels, and slope drains|Where necessary, stabilize stream banks as early as possible.  Install principal runoff conveyance system with runoff control measures.  Install remainder of system after grading.| +|**Runoff conveyance system** - Stabilize stream banks, storm drains, channels, inlet and outlet protection, channels, and slope drains|Where necessary, stabilize stream banks as early as possible.  Install principal runoff conveyance system with runoff control measures.  Install remainder of system after grading.| 
-|'''Land clearing and grading''' - Site preparation, cutting, filling and grading, [[sediment trap|sediment traps]], barriers, drains, diversions, surface roughening|Begin major clearing and grading after principal erosion control practices have been installed.  Clear and grade only as needed.  Install additional measures as necessary.  Mark trees and buffer areas for preservation.| +|**Land clearing and grading** - Site preparation, cutting, filling and grading, [[sediment trap]], barriers, drains, diversions, surface roughening|Begin major clearing and grading after principal erosion control practices have been installed.  Clear and grade only as needed.  Install additional measures as necessary.  Mark trees and buffer areas for preservation.| 
-|'''Surface stabilization''' - [[Seeding]], [[native plants|native grasses]], [[mulching]], [[sod|sodding]], and riprap|Apply temporary or permanent stabilization measures immediately on all disturbed areas where work is delayed or complete.| +|**Surface stabilization** - [[Seeding]], [[native plants]], [[mulching]], [[sod|sodding]], and riprap|Apply temporary or permanent stabilization measures immediately on all disturbed areas where work is delayed or complete.| 
-|'''Building construction''' - Buildings, utilities, and paving|Install necessary practices before work takes place.| +|**Building construction** - Buildings, utilities, and paving|Install necessary practices before work takes place.| 
-|'''Infiltration Practices''' - [[bioretention basin|bioretention basins]], [[infiltration basin|infiltration basins]], [[rain garden|rain gardens]], [[infiltration trench|infiltration trenches/beds]]|Must be installed during final stabilization or when runoff can be diverted and prevented from disturbing the site to avoid being filled with sediment during construction.| +|**Infiltration Practices** - [[bioretention device]], [[infiltration basin]], [[rain garden]], [[infiltration trench]]|Must be installed during final stabilization or when runoff can be diverted and prevented from disturbing the site to avoid being filled with sediment during construction.| 
-|'''Landscaping and final stabilization''' - Topsoiling, trees and shrubs, [[seeding]], [[mulching]], [[sod|sodding]], riprap|Last construction phase - Stabilize all open areas, including borrow and spoil areas.  Remove and stabilize all temporary practices.| +|**Landscaping and final stabilization** - Topsoiling, trees and shrubs, [[seeding]], [[mulching]], [[sod|sodding]], riprap|Last construction phase - Stabilize all open areas, including borrow and spoil areas.  Remove and stabilize all temporary practices.|
-{{{*Maintenance activities are required throughout the construction process. Inspections shall be performed at least weekly and after all storm events.  All necessary repairs shall be made immediately.}}}+
  
-==Construction and Maintenance== +:!: Maintenance activities are required throughout the construction process. Inspections shall be performed at least weekly and after all storm events.  All necessary repairs shall be made immediately.
-*Remove all temporary practices after the site has been permanently stabilized +
-*Amend the schedule as needed to account for delays encountered during construction+
  
-==Method to Determine Practice Efficiency==+=====Construction and Maintenance===== 
 +  *Remove all temporary practices after the site has been permanently stabilized 
 +  *Amend the schedule as needed to account for delays encountered during construction 
 + 
 +=====Method to Determine Practice Efficiency=====
 The efficiency of this practice is derived from limiting the amount of time that areas of the site are left bare and exposed.  To determine the efficiency of this practice, use the new, shortened exposure time and replace the pre-existing one in the USLE and recalculate.  The difference between the two equations is the efficiency for the practice. The efficiency of this practice is derived from limiting the amount of time that areas of the site are left bare and exposed.  To determine the efficiency of this practice, use the new, shortened exposure time and replace the pre-existing one in the USLE and recalculate.  The difference between the two equations is the efficiency for the practice.
  
construction_scheduling.1652282079.txt.gz · Last modified: by admin

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