National Dam Safety Program. Lake Northwoods Dam (MO 30110), Osage -- Gasconade Basin, Gasconade County, Missouri. Phase I Inspection Report
Title | National Dam Safety Program. Lake Northwoods Dam (MO 30110), Osage -- Gasconade Basin, Gasconade County, Missouri. Phase I Inspection Report PDF eBook |
Author | Rey S. Decker |
Publisher | |
Pages | 66 |
Release | 1979 |
Genre | |
ISBN |
Lake Northwoods Dam was inspected to make an assessment of the general condition of the dam with respect to safety, based upon available data and visual inspection, in order to determine if the dam poses hazards to human life or property. Our inspection and evaluation indicates that the spillway does not meet the criteria set forth in the recommended guidelines for an intermediate dam having a high hazard potential. The Probable Maximum Flood is the appropriate spillway design flood. The spillway will pass the 100-year flood (flood having a one percent chance of being exceeded in any year) without overtopping the dam. The spillway will pass 52% of the Probable Maximum Flood without overtopping the dam. The Probable Maximum Flood (PMF) is defined as the flood that may be expected from the most severe combination of critical meteorologic and hydrologic conditions that are reasonably possible in the region.
Technical Abstract Bulletin
Title | Technical Abstract Bulletin PDF eBook |
Author | |
Publisher | |
Pages | 206 |
Release | 1981 |
Genre | Science |
ISBN |
National Dam Safety Program. Lake Timber Ridge Dam (MO 30762), Osage - Gasconade Basin, Gasconade County, Missouri. Phase I Inspection Report
Title | National Dam Safety Program. Lake Timber Ridge Dam (MO 30762), Osage - Gasconade Basin, Gasconade County, Missouri. Phase I Inspection Report PDF eBook |
Author | Rey S. Decker |
Publisher | |
Pages | 65 |
Release | 1979 |
Genre | |
ISBN |
Lake Timber Ridge Dam was inspected by an interdisciplinary team of engineers. The purpose of the inspection was to make an assessment of the general condition of the dam with respect to safety, based upon available data and visual inspection, in order to determine if the dam poses hazard to human life or property. Our inspection and evaluation indicates that the spillway does not meet the criteria set forth in the recommended guidelines for an intermediate dam having a high hazard potential. The probable Maximum Flood is the appropriate spillway design flood. The spillways will pass the 100-year flood (flood having a one percent chance of being exceeded in any year) without overtopping the dam. The spillways will pass 14% of the Probable Maximum Flood without overtopping the dam. The Probable Maximum Flood (PMF) is defined as the flood that may be expected from the most severe combination of critical meteorologic and hydrologic conditions that are reasonably possible in the region. Recommendations presented in Section 7 of this report relative to minimizing or eliminating the potential for overtopping of the dam should be pursued on a high priority basis.
Peaceful Valley Lake Dam, Gasconade County, Missouri Phase I Inspection Report, National Dam Safety Program
Title | Peaceful Valley Lake Dam, Gasconade County, Missouri Phase I Inspection Report, National Dam Safety Program PDF eBook |
Author | United States. Army. Corps of Engineers. St. Louis District |
Publisher | |
Pages | 82 |
Release | 1978 |
Genre | Dams |
ISBN |
National Dam Safety Inspection. D and R Pipeline Construction Company Lake (MO 20396), Osage - Gasconade Basin, Greene County, Missouri. Phase I Inspection Report
Title | National Dam Safety Inspection. D and R Pipeline Construction Company Lake (MO 20396), Osage - Gasconade Basin, Greene County, Missouri. Phase I Inspection Report PDF eBook |
Author | John M. Healy |
Publisher | |
Pages | 68 |
Release | 1979 |
Genre | |
ISBN |
This report was prepared under the National Program of Inspection of Non-Federal Dams. This report assesses the general condition of the dam with respect to safety, based on available data and on visual inspection, to determine if the dam poses hazards to human life or property. (Author).
National Dam Safety Program. Brown Shanty Lake Dam (MO 30197), Osage - Gasconade Basin, Gasconade County, Missouri. Phase I Inspection Report
Title | National Dam Safety Program. Brown Shanty Lake Dam (MO 30197), Osage - Gasconade Basin, Gasconade County, Missouri. Phase I Inspection Report PDF eBook |
Author | Paul R. Zaman |
Publisher | |
Pages | 58 |
Release | 1980 |
Genre | |
ISBN |
This report presents the results of field inspection and evaluation of the Brown Shanty Lake Dam. It was prepared under the National Program of Inspection of Non-Federal Dams. This dam has been classified as unsafe, non-emergency by the St. Louis District as a result of the application of the following criteria: Spillway will not pass 50 percent of the Probable Maximum Flood without overtopping the dam. Overtopping of the dam could result in failure of the dam; and Dam failure significantly increases the hazard to loss of life downstream.
National Dam Safety Program. Swiss Lake Estates Dam (MO 30109), Osage - Gasconade Basin, Gasconade County, Missouri. Phase I Inspection Report
Title | National Dam Safety Program. Swiss Lake Estates Dam (MO 30109), Osage - Gasconade Basin, Gasconade County, Missouri. Phase I Inspection Report PDF eBook |
Author | Rey S. Decker |
Publisher | |
Pages | 65 |
Release | 1979 |
Genre | |
ISBN |
Swiss Lake Estates Dam was inspected to make an assessment of the general condition of the dam with respect to safety, based upon available data and visual inspection, in order to determine if the dam poses hazards to human life or property. Our inspection and evaluation indicates that the spillway does not meet the criteria set forth in the recommended guidelines for a small dam having a high hazard potential. Considering the volume of water impounded and the number of dwellings downstream of the dam, one-half of the Probable Maximum Flood is the appropriate spillway design flood. The spillways will pass the 100-year flood (flood having a one percent chance of being exceeded in any year) without overtopping the dam. The spillways will pass 20% of the Probable Maximum Flood without overtopping the dam. The Probable Maximum Flood (PMF) is defined as the flood that may be expected from the most severe combination of critical meteorologic and hydrologic conditions that are reasonably possible in the region.