CHAPTER 154: POST-CONSTRUCTION STORM WATER RUNOFF
Section
General Provisions
   154.001   Authority
   154.002   Purpose and scope
   154.003   Definitions
   154.004   Performance security
   154.005   Interpretation and application
Management Measures
   154.020   Applicability
   154.021   Site plan submittal
   154.022   Waterway buffer
Design Criteria and Methods
   154.035   Design storms
   154.036   Runoff calculation methods
   154.037   Rational Method
   154.038   Soil Conservation Service Method
Storm Sewer Design
   154.050   Purpose
   154.051   Peak discharge calculations
   154.052   Design methodology; design storm
   154.053   Minimum pipe sizing
   154.054   Pipe velocities
   154.055   Pipe grades
   154.056   Manhole spacing and sizing
   154.057   Hydraulic grade lines
   154.058   Inlet capacity
   154.059   Storm sewer outfalls
   154.060   Culvert and bridge design criteria
Drainage Channel and Ditch Design
   154.075   Purpose
   154.076   Peak flow capacity
   154.077   Design methodology; design storm
   154.078   Channel linings
   154.079   Channel design slopes and velocities
Runoff Control Facility Design
   154.090   Purpose
   154.091   Design methodology; design storm
   154.092   Basin storage volume
   154.093   Basin design standards
   154.094   Storm hydrographs
   154.095   Maintenance responsibilities
Ownership and Maintenance Responsibilities of Storm Water Facilities
   154.110   Operation and maintenance
   154.111   Maintenance agreements
   154.112   Maintenance easement
   154.113   Maintenance and repair plan
   154.114   Maintenance covenants
   154.115   Inspection of storm water facilities
   154.116   Right of entry for inspections
   154.117   Failure to maintain
   154.118   As-built plans
 
   154.999   Penalty