National Dam Safety Program. Lancaster City Dam (MO 10851), Mississippi - Salt - Quincy River Basin, Schuyler County, Missouri. Phase I Inspection Report

National Dam Safety Program. Lancaster City Dam (MO 10851), Mississippi - Salt - Quincy River Basin, Schuyler County, Missouri. Phase I Inspection Report

Author: Walter G. Shifrin

Publisher:

Published: 1979

Total Pages: 96

ISBN-13:

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The Lancaster City Dam is located near the headwaters of the North Fork of the Middle Fabius River. The main purpose of the dam is to impound water for recreational use and a supplemental water supply. The crest of the dam is protected against surface erosion by a cover of grass and clover. There was no evidence of significant settlement or cracking on the crest. No deviations in horizontal or vertical alignment were apparent. Some evidence of rodent activity was observed on the embankment. There was no evidence of the dam ever being overtopped. The upstream slope was protected by concrete rubble riprap to one foot above the water surface. Considerable erosion due to wave action above the riprap indicates the riprap might have been placed after construction of the dam. Scarps ranging from 1 to 3 feet high have been cut into the upper part of the upstream face. Several bushes and small trees were growing on the upper grass covered slope. No bulges or depressions in the slope were observed.


National Dam Safety Program. Perry City Dam (MO 10675), Mississippi - Salt - Quincy River Basin, Ralls County, Missouri. Phase I Inspection Report

National Dam Safety Program. Perry City Dam (MO 10675), Mississippi - Salt - Quincy River Basin, Ralls County, Missouri. Phase I Inspection Report

Author: Walter G. Shifrin

Publisher:

Published: 1979

Total Pages: 109

ISBN-13:

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Based on criteria set forth in the 'Recommended Guidelines for Safety Inspection of Dam', the dam is in the high hazard potential classification, which means that loss of life and appreciable property loss could occur in the event of failure of the dam. Perry City Dam is in the small size classification since it is less than 40 feet high and impounds less than 1,000 acre-feet of water. This inspection and evaluation indicates that the spillway of Perry City 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 spillway will pass 41 percent of the Probable Maximum Flood without overtopping the dam. The evaluation indicates that the spillway will pass the 100-year flood.


National Dam Safety Program. Monroe City Dam (MO-10542), Mississippi Salt - Quincy River Basin, Ralls County, Missouri. Phase I Inspection Report

National Dam Safety Program. Monroe City Dam (MO-10542), Mississippi Salt - Quincy River Basin, Ralls County, Missouri. Phase I Inspection Report

Author: Walter g Shifrin

Publisher:

Published: 1979

Total Pages: 83

ISBN-13:

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Based on the criteria in guidelines, the dam is in the high hazard potential classification, which means that loss of life and appreciable property loss could occur in the event of failure of the dam. Three to four farmhouses with associated farm buildings, three County roads, and one unimproved road would be subjected to flooding with possible damage and/or destruction, and possible loss of life. Monroe City Dam is in the intermediate size classification since it is more than 40 feet, but less than 100 feet high and impounds more than 1,000 acre-feet of water. Inspection and evaluation indicates that the spillway of Monroe City Dam meets the criteria set forth in the guidelines for a dam having the above size and hazard potential. Monroe City Dam is an intermediate size dam with a high hazard potential required by the guidelines to pass the Probable Maximum Flood without overtopping. It was determined that the spillway will pass 67 percent of the Probable Maximum Flood without overtopping the dam. Also, our evaluation indicates that the spillway will pass the 100-year flood; that is, a flood having a 1 percent chance of being equalled or exceeded in any given year.


National Dam Safety Program. Ursel Gingerich Dam (MO 10393), Mississippi - Salt - Quincy River Basin, Schuyler County, Missouri. Phase I Inspection Report

National Dam Safety Program. Ursel Gingerich Dam (MO 10393), Mississippi - Salt - Quincy River Basin, Schuyler County, Missouri. Phase I Inspection Report

Author: Walter G. Shifrin

Publisher:

Published: 1979

Total Pages: 91

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. Wyaconda City Dam (MO 10009), Mississippi - Salt - Quincy River Basin, Clark County, Missouri. Phase I Inspection Report

National Dam Safety Program. Wyaconda City Dam (MO 10009), Mississippi - Salt - Quincy River Basin, Clark County, Missouri. Phase I Inspection Report

Author: PRC CONSOER TOWNSEND INC ST LOUIS MO.

Publisher:

Published: 1978

Total Pages: 93

ISBN-13:

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Based on the criteria in the guidelines, the dam is in the high hazard potential classification, which means that loss of life and appreciable property loss could occur in the event of failure of the dam. Three farmhouses, one state highway, and one county road would be subjected to flooding, with possible damage and/or destruction, and possible loss of life. Wyaconda City Dam is in the small size classification since it is less than 40 feet high and impounds less than 1,000 acre-feet of water. Our inspection and evaluation indicates that the spillway of Wyaconda City Dam does not meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. Wyaconda City Dam is a small size dam with a high hazard potential required by the guidelines to pass from one-half Probable Maximum Flood to the Probable without overtopping. Since there is a relatively wide valley and little development downstream of the dam, one-half of the Probable Maximum Flood is the appropriate spillway design flood. It was determined that the spillway will pass 46 percent of the Probable Maximum Flood without overtopping the dam. Also, our evaluation indicates that the spillway will not pass the 100-year flood; that is, a flood having a 1 percent chance of being equalled or exceeded during any given year.


National Dam Safety Program. David R. Wilson Dam (MO 10242), Mississippi - Salt - Quincy River Basin, Shelby County, Missouri. Phase I Inspection Report

National Dam Safety Program. David R. Wilson Dam (MO 10242), Mississippi - Salt - Quincy River Basin, Shelby County, Missouri. Phase I Inspection Report

Author: Walter G. Shifrin

Publisher:

Published: 1979

Total Pages: 90

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. 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.