Entire Design Manual - Greenville County

10.1.2. Time of Concentration ............................................................................................... 10-6
10.2 LID Hydrologic Analysis ................................................................................................ 10-8
10.2.1 Process and Computations for LID Hydrologic Analysis ............................................ 10-9
10.2.2 Data Collection .......................................................................................................... 10-9
10.2.3 Determining the LID Runoff Curve Number ............................................................ 10-10
10.2.4 Determining Time of Concentration ......................................................................... 10-10
10.2.5 Storm Water Management Requirements ................................................................. 10-10
10.3 Low-Impact Development Integrated Management Practices (LID IMPs) ...................... 10-13
10.3.1 LID IMP Selection Process ...................................................................................... 10-14
10.3.2 Other Environmentally Sensitive IMPs .................................................................... 10-16
Chapter 10 References:
Chapter 11. Stream Protection and Restoration
11.1. Structural Streambank Stabilization ................................................................................. 11-1
11.1.1 Applications .............................................................................................................. 11-1
11.1.2 Design Criteria .......................................................................................................... 11-2
11.1.3 Maintenance .............................................................................................................. 11-2
11.2. Bioengineering Streambank Stabilization ........................................................................ 11-2
11.2.1 Applications .............................................................................................................. 11-2
11.2.2 Plant Zones................................................................................................................ 11-3
11.2.3 Two-Stage Channels .................................................................................................. 11-3
11.2.4 Bioengineering Streambank Stabilization Design Criteria .......................................... 11-4
Chapter 12. Inspection and Enforcement Procedures
12.1. Storm Water Management Inspector Authority ................................................................ 12-1
12.2. Storm Water Management Inspector Responsibility ......................................................... 12-1
12.2.1 Inspection During Construction ................................................................................. 12-2
12.2.2 Permanent Structure Maintenance Inspections ........................................................... 12-2
12.3. Correction Orders ............................................................................................................ 12-3
12.4. Notice of Violation and Stop-Work Orders ...................................................................... 12-4
12.4.1 Issuing Violations ...................................................................................................... 12-4
12.4.2 Non-Compliance with Stop Work Orders ................................................................... 12-5
12.5. Working without a Permit ............................................................................................... 12-6
12.6. Civil Citations ................................................................................................................. 12-6
12.7. Consent Process .............................................................................................................. 12-6
12.8. Criminal Penalties ........................................................................................................... 12-7
Greenville County, South Carolina
January 2013 Storm Water Management Design Manual v