Article 40 - DESIGN OF EARTH DAMS
- Section 5-40-1 - Definitions
- Section 5-40-2 - Dams; plans and specifications
- Section 5-40-2a - Benchmarks
- Section 5-40-2b - Design reports
- Section 5-40-3 - Specifications
- Section 5-40-4 - Preparer of maps, plans, profiles, reports, and specifications
- Section 5-40-5 - Determining capacity of a reservoir
- Section 5-40-5a - Determining the height of a dam or barrier
- Section 5-40-6 - Waiver and stricter requirements
- Section 5-40-7 - Other maps, plans, profiles, data and specifications
- Section 5-40-8 - Acceptable application
- Section 5-40-9 - Revoked
- Section 5-40-10 - Revoked
- Section 5-40-11 - Revoked
- Section 5-40-12 - As-built drawings
- Section 5-40-13 - Revoked
- Section 5-40-14 - Testing a principal spillway pipe installation in a dam; applicability
- Section 5-40-15 - Testing a principal spillway pipe installation in a dam; general procedures
- Section 5-40-16 - Testing a principal spillway pipe installation in a dam; allowable leakage rate, test methods
- Section 5-40-20 - Hazard classes of dams
- Section 5-40-21 - Class sizes of dams
- Section 5-40-22 - Design requirements for construction of a dam
- Section 5-40-23 - Detention storage
- Section 5-40-24 - Dam breach analysis
- Section 5-40-26 - Request to issue or reconsider hazard class determination
- Section 5-40-30 - Time of concentration
- Section 5-40-31 - Design duration rainfall depth
- Section 5-40-32 - Determination of rainfall excess
- Section 5-40-33 - Hydrographs
- Section 5-40-40 - Geotechnical investigation of all dams
- Section 5-40-41 - Geotechnical investigation of a low-impact dam
- Section 5-40-42 - Geotechnical investigation of a high-impact dam
- Section 5-40-43 - Cutoff trench
- Section 5-40-44 - Embankment
- Section 5-40-45 - Allowance for settlement of an earthen dam
- Section 5-40-46 - Side slopes of an earthen dam
- Section 5-40-50 - Pipes
- Section 5-40-51 - Acceptable trash racks for primary spillways
- Section 5-40-52 - Stilling basins
- Section 5-40-53 - Drawdown pipes
- Section 5-40-54 - Control of seepage along a conduit
- Section 5-40-55 - Earthen auxiliary spillways
- Section 5-40-56 - Maximum design velocity for an auxiliary spillway
- Section 5-40-57 - Service spillway design
- Section 5-40-70 - Construction notification to the chief engineer
- Section 5-40-71 - Inspection during dam construction, repair, and modification
- Section 5-40-72 - Construction inspection reports
- Section 5-40-73 - Emergency action plan
- Section 5-40-73a - Discovery of an existing illegal, unpermitted dam
- Section 5-40-74 - Design criteria for an existing illegal, unpermitted dam
- Section 5-40-75 - Maintenance of dams
- Section 5-40-76 - Repair or modification of a permitted or prejurisdictional dam
- Section 5-40-77 - Easements for dams
- Section 5-40-90 - Requirements for a dam safety inspection report
- Section 5-40-91 - Schedule for inspection of hazard class C dams
- Section 5-40-92 - Schedule for inspection of hazard class B dams
- Section 5-40-93 - Schedule for inspection of dams
- Section 5-40-94 - Revision of schedule of inspections
- Section 5-40-100 - Request to be included on the list of independent engineers qualified to review applications
- Section 5-40-101 - Information to be submitted with a request to be a reviewer
- Section 5-40-102 - Minimum requirements to be an individual reviewer
- Section 5-40-103 - Conflict of interest
- Section 5-40-104 - Notification of approval or disapproval to be a reviewer
- Section 5-40-105 - Procedure for independent review of an application to construct a dam or other water obstruction
- Section 5-40-106 - Report of findings of independent reviewer