Technical Resources & References
| Manual | Manual Description |
|---|---|
 | The design, inspection, and maintenance criteria for a dam are based on its classification. In Nebraska, dams are classified by their size and their hazard potential. |
 | NRCS Technical Release 210-60 – Earthen Dams and Reservoirs The design guidelines for major dams are outlined in NRCS Technical Release 210-60 – Earth Dams and Reservoirs (March 2019). |
 | NRCS Conservation Practice Standard – Pond 378 The design guidelines for farm ponds are outlined in NRCS Conservation Practice Standard – Pond 378 for Nebraska (January 1995). |
 | Requirements for Approval of Farm Pond Dams Constructed Before 2005 Unapproved farm pond dams constructed before September 4, 2005 are required to meet minimum structural, condition, and application requirements to receive Department approval. |
 | NOAA Atlas 14 Point Precipitation Frequency Estimates The updated precipitation frequency estimates should be used when designing dams in Nebraska. |
 | In 2008, a Statewide Probable Maximum Precipitation (PMP) Sutdy was completed for Nebraska. The PMP values presented in the study may be used to establish design precipitation depths for dams in Nebraska. |
 | Precipitation - Annual Exceedance Probability Study for Nebraska In 2026, a Statewide Precipitation Study was completed for Nebraska. The study provides precipitation frequency information that may be used to help determine the probability of various hydraulic loading conditions when assessing the condition and safety of existing dams. An online tool is available to provide precipitation-frequency estimates for specific locations throughout Nebraska. The tool allows users to obtain estimates based on location and selected precipitation frequency and duration.Nebraska Precipitation AEP Web Application |
 | NRCS Design Note 6 - Riprap Lined Plunge Pool for Cantilever Outlet NRCS Design Note 6 provides guidance for the design of a riprap lined plunge pool for a cantilever outlet. |
 | NRCS Technical Release 18 – Computation of Joint Extensibility Requirements Guidance for computing the joint separation that will occur along conduits as a result of consolidation of the foundation under the conduit during and after construction. |