Suggested Outline

Appendix E to § 222.6 —Suggested Outline Inspection Report—National Dam Inspection Program (RCS-DAEN-CWE-17 and OMB No. 49-R0421) Title Sheet Name of Dam ID Number from Inventory State, County and River or Stream where dam is located Owner Size and Hazard Classification Names of Inspectors Names of Review Board Approval Signature of District Engineer Table of Contents General Assessment Give brief assessment of general condition of dam with respect to safety, including a listing of deficiencies, and recommendations indicating degree of urgency. 1. Introduction a. Authority b. Purpose and Scope of Inspection 2. Project Information a. Site Information b. Description of Structures—Dam, Outlet, Spillway and other principal features. c. Purpose of Dam d. Design, Construction and Operating History 3. Field Inspection Briefly describe physical condition of the dam and appurtenant structures as they were observed during the field inspection. (If field inspection form is appended, only present summary.) Describe operational procedures, including any warning system, condition of operating equipment, and provision for emergency procedures. Describe any pertinent observations of the reservoir area and downstream channel adjacent to dam. 4. Evaluation a. Structural and Geotechnical (1) General (2) Embankment and/or Foundation Condition (3) Stability—Briefly discuss pertinent information such as design, construction and operating records. Assess stability under maximum loading on basis of the record data, together with observations of field inspection and results of any additional, brief calculations performed by inspectors. If additional, detailed stability analyses are considered necessary, recommend that the owner engage a qualified engineer or firm to provide the analysis. b. Hydrologic and Hydraulic (1) Spillway Adequacy—Briefly describe pertinent record information such as hydrologic and hydraulic design data, flood of record, and previous analyses. Describe any hydraulic and hydrologic analyses made for this inspection. Present conclusion with respect to adequacy of spillway to pass the recommended spillway design flood without overtopping dam. If overtopping would occur, and if available from the type of analysis used, give maximum depth over top of dam and duration of overtopping, assuming the dam does not fail. Also indicate the largest flood, as a percentage of the probable maximum flood which can be passed without overtopping. (2) Effects of overtopping—If dam is overtopped by the recommended spillway design flood, provide assessment as to whether or not dam would likely fail, and if, in case of failure, the hazard to loss of life downstream of the dam would be substantially increased over that which would exist without failure. If information upon which to base a reasonable assessment is insufficient, so state and describe the needed data, and recommend that the necessary studies be performed by engineers engaged by the owner. c. Operation and Maintenance Assess operating equipment and procedures, emergency power for gate operation, and Emergency Action Plan. Assess quality of maintenance as it pertains to dam safety. 5. Conclusions Provide conclusions on condition of dam and list all deficiencies. If dam is considered unsafe, so state and give reason. 6. Recommendations List all recommended actions, including additional studies, installation of new surveillance procedures and devices, development of Emergency Action Plans, and remedial work. Recommend that a qualified engineering firm be retained to accomplish any recommended additional investigations and studies and also to design and supervise remedial works. Appendixes a. Inspection Checklist (if available) b. Other Illustrations as follows: (1) Include a map showing location of the dam. Usually a portion of a USGS quadrangle sheet can be used which will show the topography of the area, location of the dam, exent of the lake and drainage basin, and perhaps indicate the downstream development. (2) If available, include a plan and section of the dam. (3) General photographs of the dam and downstream channel should be included. (4) Color photographs of deficiencies should be included. These should be held to the minimum required to illustrate the deficiencies. (5) Available engineering data including Hydrologic/Hydraulic calculation and physical test results that might be available.