Design Criteria Specifics
+ Sizing
Water quality volume increased by 20% to accommodate reductions in the available storage volume due to deposition of solids over time
+ Configuration
longitudinal slope between 1.0 –5.0 % with a lateral slope between 1.0 –1.5%, low flow channel optional but not required in order to improve drainage, 5ft max depth, no L X W size required for pond since all runoff is detained for 12 hours
+ Automated Control System Parts
control box with solar panel and display lights, valve, actuator/motor, stem/bonnet extension (optional)
+ Hazmat capability
+ Pond side slopes
3:1 (H:V) or flatter for grass, steeper needs additional stabilization practices
+ Basin inlet
dissipate energy, reduce velocities > 3 ft/sec.
+ Outflow structure
trash rack with screen to prevent clogging, 48-hour drawdown time –Drill enough holes! :)
+ Vegetation for outside Edwards Aquifer RZ
hydro mulch, etc., drawings need to show how basin is stabilized
+ No splitter box w/ batch
same pond can be used for WQ and detention
+ Erosion protection at outfall
keep natural grade, rip rap
+ Safety
eliminate drop offs, step contours, etc…