National Dam Safety Program. Incline Village Lake Dam (MO 11041), Mississippi - Salt - Quincy River Basin, St. Charles County, Missouri. Phase I Inspection Report

National Dam Safety Program. Incline Village Lake Dam (MO 11041), Mississippi - Salt - Quincy River Basin, St. Charles County, Missouri. Phase I Inspection Report

Author: Walter G. Shifrin

Publisher:

Published: 1980

Total Pages: 109

ISBN-13:

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The dam is a zoned, rolled, earthfill structure with a straight alignment between rock abutments. The top of dam width is 45 feet and the axis length of the crest of the embankment was measured as 856 feet. The maximum height of the dam was measured as 38 feet above creekbed elevation. The spillway serves as both an emergency spillway for larger flows and a principal spillway for the normal flows. The spillway crest and adjacent channel area were blasted out of rock just to the right of the right abutment. A low level drain consists of two 22 inch diameter welded steel pipes which pass through the embankment side by side. Each pipe is controlled at the downstream end by a 24 inch gate valve. The dam appears to be in satisfactory condition. However, several deficiencies were noted by the inspection team that could affect the safety of the dam. Our inspection and evaluation indicates that the spillway of Incline Village Lake Dam can accommodate approximately 60 percent of the Probable Maximum Flood without overtopping the dam. Our evaluation also indicates that the reservoir/spillway system can accommodate the one-percent chance flood without overtopping.


National Dam Safety Program. Smith Lake Dam (MO 11124), Mississippi - Salt - Quincy River Basin, Pike County, Missouri. Phase I Inspection Report

National Dam Safety Program. Smith Lake Dam (MO 11124), Mississippi - Salt - Quincy River Basin, Pike County, Missouri. Phase I Inspection Report

Author: Walter G. Shifrin

Publisher:

Published: 1980

Total Pages: 84

ISBN-13:

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The dam is a compacted earthfill structure between earth abutments. The top width is 35 feet for a distance of 150 feet to the right of the spillway while the remainder of the top of dam has been disguised by the dumping of fill material over the downstream face. The total length of the dam is 410 feet between the right abutment and the spillway. The spillway is an earthcut, uncontrolled, open channel and is cut into the left abutment of the dam. No low level outlets or outlet works were provided for this dam. The inspection and evaluation by the consultant's inspection team indicate that the spillway of Smith Lake Dam does not meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. It was determined that the reservoir/spillway system can accommodate approximately 65 percent of the Probable Maximum Flood without overtopping the dam. The evaluation also indicates that the reservoir/spillway system can accommodate the one-percent chance flood (100-year flood) without overtopping.


National Dam Safety Program. C & A Lake Dam (MO 10105) Mississippi - Salt - Quincy River Basin, Audrain County, Missouri. Phase I Inspection Report

National Dam Safety Program. C & A Lake Dam (MO 10105) Mississippi - Salt - Quincy River Basin, Audrain County, Missouri. Phase I Inspection Report

Author: Walter G. Shifrin

Publisher:

Published: 1979

Total Pages: 90

ISBN-13:

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The dams (the main dam and the check dam) are in significant hazard potential classification. Significant hazard potential category structures will be those located in predominantly rural or agricultural areas where failure may damage isolated homes, secondary highways or minor railroads or cause interruption of use or service of relatively important public utilities. The main dam is classified as small in the dam size category because its height is less than 40 feet, and it impounds less than 1,000 acre-feet of water. The check dam, which is three feet in height, forms a continuous barrier to the impoundment created by the main dam. The spillway of C & A Lake Dam does not meet the criteria set forth in the guidelines for dams having the above size and hazard potential. C & A Lake Dam being a small size dam with a significant hazard potential, is required by the guidelines to pass from 100-year to one-half of the Probable Maximum Flood without overtopping. Since there is significant hazard potential downstream of the dam and because of its location just upstream of a highway, the appropriate spillway design flood for C & A Lake Dam is one-half of the Probable Maximum Flood.


National Dam Safety Program. Hafers Lake Dam (MO 11118), Upper Mississippi - Salt - Quincy Basin, St. Charles County, Missouri. Phase I Inspection Report

National Dam Safety Program. Hafers Lake Dam (MO 11118), Upper Mississippi - Salt - Quincy Basin, St. Charles County, Missouri. Phase I Inspection Report

Author: Harold B. Lockett

Publisher:

Published: 1980

Total Pages: 54

ISBN-13:

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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. Trojan Lake Dam (MO 10767), Mississippi - Salt - Quincy River Basin, Lincoln County, Missouri. Phase I Inspection Report

National Dam Safety Program. Trojan Lake Dam (MO 10767), Mississippi - Salt - Quincy River Basin, Lincoln County, Missouri. Phase I Inspection Report

Author: Walter G. Shifrin

Publisher:

Published: 1980

Total Pages: 124

ISBN-13:

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Trojan Lake Dam is situated within the state of Missouri, in the county of Lincoln, across Buchanan Creek which is tributary to the Cuivre River. The purpose of the dam is to impound water for recreational use as a private lake. The lake is utilized by landowners of Trojan Lake Estates subdivision development. The dam crest supports a small dirt road with a vegetative cover lying on both sides. Damage due to vehicular traffic was observed in a few areas. Several deep ruts were observed and in one area, the damage extended down the upstream slope. The vegetative cover was fairly sparse and did not appear to be sufficient protection against erosion. There was no evidence of significant settlement or cracking on the crest. Small shrinkage cracks were observed. No significant deviations in horizontal or vertical alignment were apparent. There was no evidence observed indicating that the dam has ever been overtopped.


National Dam Safety Program. Deal Lake Dam (MO 10982), Mississippi - Salt - Quincy River Basin, Monroe County, Missouri. Phase I Inspection Report

National Dam Safety Program. Deal Lake Dam (MO 10982), Mississippi - Salt - Quincy River Basin, Monroe County, Missouri. Phase I Inspection Report

Author: Walter G. Shifrin

Publisher:

Published: 1979

Total Pages: 84

ISBN-13:

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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. Deimeke Lake Dam (MO 11163), Mississippi - Salt - Quincy River Basin, Audrain County, Missouri. Phase I Inspection Report

National Dam Safety Program. Deimeke Lake Dam (MO 11163), Mississippi - Salt - Quincy River Basin, Audrain County, Missouri. Phase I Inspection Report

Author: Walter G. Shifrin

Publisher:

Published: 1980

Total Pages: 92

ISBN-13:

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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).