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National Dam Safety Program Nodaway Lake Dam Mo 10178 Lower Mississippi 102 River Basin Nodaway County Missouri Phase I Inspection Report
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Book Synopsis National Dam Safety Program. Nodaway Lake Dam (MO 10178) Lower Mississippi - 102 River Basin, Nodaway County, Missouri. Phase I Inspection Report by : Harold P. Hoskins
Download or read book National Dam Safety Program. Nodaway Lake Dam (MO 10178) Lower Mississippi - 102 River Basin, Nodaway County, Missouri. Phase I Inspection Report written by Harold P. Hoskins and published by . This book was released on 1978 with total page 65 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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).
Book Synopsis Lower Mississippi-102 River Basin, Nodaway Lake Dam, Nodaway County, Missouri Phase 1 Inspection Report, National Dam Safety Program by : United States. Army. Corps of Engineers. St. Louis District
Download or read book Lower Mississippi-102 River Basin, Nodaway Lake Dam, Nodaway County, Missouri Phase 1 Inspection Report, National Dam Safety Program written by United States. Army. Corps of Engineers. St. Louis District and published by . This book was released on 1978 with total page 138 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Technical Abstract Bulletin written by and published by . This book was released on 1981 with total page 206 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis National Dam Safety Program. 102 Rivers, C-5 Dam (MO 10996), Missouri - Nemaha - Nodaway Basin, Nodaway County, Missouri. Phase I Inspection Report by : Rey S. Decker
Download or read book National Dam Safety Program. 102 Rivers, C-5 Dam (MO 10996), Missouri - Nemaha - Nodaway Basin, Nodaway County, Missouri. Phase I Inspection Report written by Rey S. Decker and published by . This book was released on 1979 with total page 96 pages. Available in PDF, EPUB and Kindle. Book excerpt: 102 Rivers, C-5 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 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 downstream hazards involved and the amount of water impounded, 50% of 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 35% 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.
Book Synopsis National Dam Safety Program. Six Mile Lane Lake Dam (MO 10266), Missouri - Nemaha - Nodaway Basin, Clinton County, Missouri. Phase I Inspection Report by : Rey S. Decker
Download or read book National Dam Safety Program. Six Mile Lane Lake Dam (MO 10266), Missouri - Nemaha - Nodaway Basin, Clinton County, Missouri. Phase I Inspection Report written by Rey S. Decker and published by . This book was released on 1980 with total page 90 pages. Available in PDF, EPUB and Kindle. Book excerpt: The purpose of this inspection of Six Mile Lane Lake Dam was to make an assessment of the general conditions 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. The inspection and evaluation indicates that the spillways meet the criteria set forth in the recommended guidelines for a small dam having a high hazard potential. One-half of the Probable Maximum Flood is the appropriate spillway design flood. The spillways will pass the 100-year flood (a flood having a one percent probability of being exceeded in any year) without overtopping the dam. The spillways will pass 75% of the Probable Maximum Flood without overtopping the dam. Maintenance procedures are recommended.
Book Synopsis National Dam Safety Program. Frontier Lake Dam (MO 30007), Lower Mississippi - St. Francis Basin, Wayne County, Missouri. Phase I Inspection Report by : ARMY ENGINEER DISTRICT ST LOUIS MO.
Download or read book National Dam Safety Program. Frontier Lake Dam (MO 30007), Lower Mississippi - St. Francis Basin, Wayne County, Missouri. Phase I Inspection Report written by ARMY ENGINEER DISTRICT ST LOUIS MO. and published by . This book was released on 1978 with total page 40 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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).
Book Synopsis National Dam Safety Program. Mountain Lake Dam (MO 30044) Lower Mississippi - St. Francis Basin, Wayne County, Missouri. Phase I Inspection Report by : ARMY ENGINEER DISTRICT ST LOUIS MO.
Download or read book National Dam Safety Program. Mountain Lake Dam (MO 30044) Lower Mississippi - St. Francis Basin, Wayne County, Missouri. Phase I Inspection Report written by ARMY ENGINEER DISTRICT ST LOUIS MO. and published by . This book was released on 1978 with total page 36 pages. Available in PDF, EPUB and Kindle. Book excerpt: This dam is classified as a small size dam with a high downstream hazard potential. Failure would threaten the life and property of approximately 5 families downstream of the dam. The spillway does not meet the criteria set forth in the guidelines for a dam having the above mentioned size classification and hazard potential. According to the guidelines, the spillway is required to pass the Probable Maximum Flood (PMF) without the dam embankment being overtopped. The spillway will only pass 5 percent of the PMF before the dam embankment is overtopped. Because the spillway will not pass one-half of the PMF without overtopping, the dam is classified as 'unsafe Non-emergency'. The spillway will not pass the 100-year flood without overtopping, which is a flood that has a 1 percent chance of being exceeded in any given year. Other deficiencies visually observed by the inspection team were trees and bushes next to the concrete core wall, in and adjacent to the principal spillway, and on the downstream embankment slope; erosion gullies on the downstream embankment slope; and seepage. Another deficiency found was the lack of seepage and stability analysis records.
Book Synopsis National Dam Safety Program. Memphis Lake and Park Dam (MO 10217), Mississippi - SAlt - Quincy River Basin, Scotland County, Missouri. Phase I Inspection Report by : PRC CONSOER TOWNSEND INC ST LOUIS MO.
Download or read book National Dam Safety Program. Memphis Lake and Park Dam (MO 10217), Mississippi - SAlt - Quincy River Basin, Scotland County, Missouri. Phase I Inspection Report written by PRC CONSOER TOWNSEND INC ST LOUIS MO. and published by . This book was released on 1978 with total page 95 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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 with associated farm buildings, the Scotland County Fairgrounds and associated buildings, one highway bridge, and one improved road would be subjected to flooding with possible damage and/or destruction, and possible loss of life. Memphis Lake and Park 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 but less than 50,000 acre-feet of water. Our inspection and evaluation indicates that the spillway of Memphis Lake and Park Dam meets the criteria set forth in the guidelines for a dam having the above size and hazard potential. Memphis Lake and Park 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 greater than 100 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 during any given year.
Book Synopsis National Dam Safety Program. Scotty's Lake Dam (MO 10271), Missouri - Nemaha - Nodaway Basin, Buchanan County, Missouri. Phase I Inspection Report by : Murray B. Blume
Download or read book National Dam Safety Program. Scotty's Lake Dam (MO 10271), Missouri - Nemaha - Nodaway Basin, Buchanan County, Missouri. Phase I Inspection Report written by Murray B. Blume and published by . This book was released on 1979 with total page 52 pages. Available in PDF, EPUB and Kindle. Book excerpt: The purpose of this 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 hazards to human life or property. The inspection and evaluation indicates the spillway does not meet the criteria set forth in the guidelines for a dam having this size and hazard potential. The emergency spillway will pass neither the probable maximum flood nor 50 percent of the probable maximum flood without overtopping but will pass 10 percent of the probable maximum flood, which is less than the estimated 100-year flood. The dam will pass a 10-year event without being overtopped. The spillway design flood recommended by the guidelines is 50 to 100 percent of the probable maximum flood. The probable maximum flood is defined as the flood discharge that may be expected from the most severe combination of critical meteorologic and hydrologic conditions that are reasonably possible in the region. Deficiencies visually observed by the inspection team were erosion and sloughing of the upstream embankment, erosion and sloughing of the downstream embankment, seepage, and the presence of excessive trees on the downstream embankment slope. There were no observed deficiencies or conditions existing at the time of the inspection which indicated an immediate safety hazard. Future corrective action and regular maintenance will be required to correct or control the described deficiencies. In addition, detailed seepage and stability analyses of the existing dam, as required by the guidelines, should be performed.
Book Synopsis National Dam Safety Program. Chain of Lakes Dams (MO 30347, MO 30348, MO 31032), Lower Mississippi - St. Francis Basin, Wayne County, Missouri. Phase I Inspection Report by : ARMY ENGINEER DISTRICT ST LOUIS MO.
Download or read book National Dam Safety Program. Chain of Lakes Dams (MO 30347, MO 30348, MO 31032), Lower Mississippi - St. Francis Basin, Wayne County, Missouri. Phase I Inspection Report written by ARMY ENGINEER DISTRICT ST LOUIS MO. and published by . This book was released on 1978 with total page 43 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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. Evaluation of the spillways' size indicates that they do not meet the criteria in the guidelines. The spillways of dams No. 2 and 3 are of inadequate size to pass the one percent chance flood (100-year flood) without overtopping. The spillway of dam No. 1 is just adequate to pass the one percent chance flood; but if either dam No. 2 or No. 3 failed due to overtopping, dam No. 1 would overtop also. The inspection team observed trees and bushes growing in the three dams inspected, particularly dam No. 3. These root systems are a potential seepage hazard. Localized areas of the embankment slopes are exceptionally steep. Steady seepage conditions exist through dam No. 1 and a localized seepage area was found downstream of dam No. 2. The pool of the dam No. 2 was on the downstream slope of dam No. 3 and seepage could not be evaluated. The three spillways do not appear sufficiently resistant to prevent embankment erosion at high flows for an indefinite time. Stilling basins are needed below each spillway. Seepage and stability analyses are not on record as recommended in the guidelines.
Book Synopsis National Dam Safety Program. C & A Lake Dam (MO 10105) Mississippi - Salt - Quincy River Basin, Audrain County, Missouri. Phase I Inspection Report by : Walter G. Shifrin
Download or read book National Dam Safety Program. C & A Lake Dam (MO 10105) Mississippi - Salt - Quincy River Basin, Audrain County, Missouri. Phase I Inspection Report written by Walter G. Shifrin and published by . This book was released on 1979 with total page 90 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.
Book Synopsis National Dam Safety Program. Smith Lake Dam (MO 11124), Mississippi - Salt - Quincy River Basin, Pike County, Missouri. Phase I Inspection Report by : Walter G. Shifrin
Download or read book National Dam Safety Program. Smith Lake Dam (MO 11124), Mississippi - Salt - Quincy River Basin, Pike County, Missouri. Phase I Inspection Report written by Walter G. Shifrin and published by . This book was released on 1980 with total page 84 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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.
Book Synopsis National Dam Safety Program. Ellis Lake Dam (MO 31067), Mississippi - Kaskaskia - St. Louis River Basin, Perry County, Missouri. Phase I Inspection Report by : Steve Brady
Download or read book National Dam Safety Program. Ellis Lake Dam (MO 31067), Mississippi - Kaskaskia - St. Louis River Basin, Perry County, Missouri. Phase I Inspection Report written by Steve Brady and published by . This book was released on 1981 with total page 60 pages. Available in PDF, EPUB and Kindle. Book excerpt: Ellis Lake 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 hazards to human life or property. Our inspection and evaluation indicates that the combined spillways do not meet the criteria set forth in the guidelines for a dam of its size and hazard potential. The combined spillways will pass 13 percent of the Probable Maximum Flood without overtopping. The Probable Maximum Flood is defined as the flood discharge that may be expected from the most severe combination of critical meteorologic and hydrologic conditions that are reasonably possible in the region. The guidelines require that a dam of small size with a high downstream hazard potential pass 50 to 100 percent of the PMF. Considering the low height of the dam and the small storage capacity, 50 percent of the PMF has been determined to be the appropriate spillway design flood. The 1 percent probability flood will not overtop the dam. The 1 percent probability flood is one that has a 1 percent chance of being exceeded in any given year.
Book Synopsis National Dam Safety Program. Fredericktown City Dam (MO 30489), Lower Mississippi - St. Francis Basin, Madison County, Missouri. Phase I Inspection Report by : R. Jeffrey Kimball
Download or read book National Dam Safety Program. Fredericktown City Dam (MO 30489), Lower Mississippi - St. Francis Basin, Madison County, Missouri. Phase I Inspection Report written by R. Jeffrey Kimball and published by . This book was released on 1979 with total page 46 pages. Available in PDF, EPUB and Kindle. Book excerpt: Fredricktown City Dam is located 1.5 miles northwest of Fredericktown, Missouri on the Little St. Francis River. Fredericktown City Dam is used for water supply. The visual inspection did not reveal any immediate signs of instability. The inspection revealed the concrete was in good condition. The stream basin and downstream face below the tailwater were unobserved because of the water level. In addition, any undercutting of the toe was not determined.
Book Synopsis National Dam Safety Program. Frank Milne Dam (MO 11029), Missouri - Nemaha - Nodaway Basin, Holt County, Missouri. Phase I Inspection Report by : Rey S. Decker
Download or read book National Dam Safety Program. Frank Milne Dam (MO 11029), Missouri - Nemaha - Nodaway Basin, Holt County, Missouri. Phase I Inspection Report written by Rey S. Decker and published by . This book was released on 1979 with total page 72 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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).
Book Synopsis National Dam Safety Program. Oswald Dam (MO 11031), Missouri - Nemaha - Nodaway Basin, Atchison County, Missouri. Phase I Inspection Report by : Rey S. Decker
Download or read book National Dam Safety Program. Oswald Dam (MO 11031), Missouri - Nemaha - Nodaway Basin, Atchison County, Missouri. Phase I Inspection Report written by Rey S. Decker and published by . This book was released on 1979 with total page 58 pages. Available in PDF, EPUB and Kindle. Book excerpt: The dam is an earthfill structure approximately 155 feet long and 40 feet in height. It is located in a deeply incised gully in the deep loess hill country adjacent to the Missouri River Valley in northwestern Missouri. The principal spillway consists of a 24-inch diameter steel pipe with a hood inlet which passes through the embankment on an angle of about 30 deg to the centerline of the dam. A vegetated earth emergency spillway is cut through the abutment on the left (north) end of the dam. The bottom width of the spillway is 25 feet. A vegetated earth emergency spillway is cut through the abutment on the right (south) end of the dam. The bottom width of the spillway is 20 feet. 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. The spillways will pass 13% of the Probable Maximum Flood without overtopping the dam.
Book Synopsis National Dam Safety Program. Whites Lake Dam (MO 40034), Lower Mississippi - St. Francis Basin, Stoddard County, Missouri. Phase I Inspection Report by : ARMY ENGINEER DISTRICT ST LOUIS MO.
Download or read book National Dam Safety Program. Whites Lake Dam (MO 40034), Lower Mississippi - St. Francis Basin, Stoddard County, Missouri. Phase I Inspection Report written by ARMY ENGINEER DISTRICT ST LOUIS MO. and published by . This book was released on 1980 with total page 43 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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 hazards to human life or property. This dam is classified as a small size dam with a high downstream hazard potential. Failure would threaten the life and property of five families downstream of the dam and cause appreciable damage to Highway 25 bridge located approximately .6 mile downstream. The inspection and evaluation indicate that the spillway does not meet the criteria set forth in the guidelines for a dam having the above mentioned size classification and hazard potential. For its size and hazard category, this dam is required by the guidelines to pass from one-half PMF to PMF. However, considering the high-hazard potential to life and property of approximately five families downstream of the dam, the PMF is considered the appropriate spillway design flood. The emergency spillway will only pass 40 percent of the PMF before the dam embankment is overtopped. Because the spillway will not pass one-half of the PMF without overtopping but will pass the 10-year frequency flood, the dam is classified as 'unsafe non-emergency'. The spillway will pass the 100-year flood without overtopping, which is a flood that has a 1 percent chance of being exceeded in any given year. There are no other hydrologic or hydraulic deficiencies.
