Download Free National Dam Safety Program Cedar Lake Dam Mo 11058 Missouri Kansas City Basin Boone County Missouri Phase I Inspection Report Book in PDF and EPUB Free Download. You can read online National Dam Safety Program Cedar Lake Dam Mo 11058 Missouri Kansas City Basin Boone County Missouri Phase I Inspection Report and write the review.

Sections 1-2. Keyword Index.--Section 3. Personal author index.--Section 4. Corporate author index.-- Section 5. Contract/grant number index, NTIS order/report number index 1-E.--Section 6. NTIS order/report number index F-Z.
FEMA's Hazard Mitigation Grant Program is a powerful resource in the combined effort by Federal, State, and local government, as well as private industry and homeowners, to end the cycle of repetitive disaster damage. The Robert T. Stafford Disaster Relief and Emergency Assistance Act was passed on November 23, 1988, amending Public Law 93-288, the Disaster Relief Act of 1974. The Stafford Act included Section 404, which established the Hazard Mitigation Grant Program. In 1993, the Hazard Mitigation and Relocation Act amended Section 404 to increase the amount of HMGP funds available and the cost-share to 75 percent Federal. This amendment also encouraged the use of property acquisition and other non-structural flood mitigation measures. In an effort to streamline HMGP delivery, FEMA encourages States to develop their mitigation programs before disaster strikes. States are adopting a more active HMGP management role. Increased capabilities may include: Conducting comprehensive all-hazard mitigation planning prior to disaster events; Providing applicants technical assistance on sound mitigation techniques and hazard mitigation policy and procedures; Coordinating mitigation programs through interagency teams or councils. Conducting benefit-cost analyses; and Preparing National Environmental Policy Act reviews for FEMA approval. States that integrate the HMGP with their frequently updated State Administrative and Hazard Mitigation Plans will create cohesive and effective approaches to loss reduction. This type of coordinated approach minimizes the distinction between “predisaster” and “post-disaster” time periods, and instead produces an ongoing mitigation effort. Hazard mitigation is any sustained action taken to reduce or eliminate long-term risk to people and property from natural hazards and their effects. A key purpose of the HMGP is to ensure that the opportunity to take critical mitigation measures to protect life and property from future disasters is not lost during the recovery and reconstruction process following a disaster. Program grant funds available under Section 404 of the Stafford Act provide States with the incentive and capability to implement mitigation measures that previously may have been infeasible. The purpose of this Desk Reference is to: Provide comprehensive information about FEMA's Hazard Mitigation Grant Program (HMGP); Increase awareness of the HMGP as an integral part of statewide hazard mitigation efforts; and Encourage deeper commitments and increased responsibilities on the part of all States and communities to reduce damage and losses from natural disasters. This Desk Reference is organized to simplify program information and assist the reader with practical guidance for successful participation in the program. Lists of program-related acronyms and definitions are included, along with appendices that amplify selected aspects of the HMGP. This Desk Reference is organized into 14 sections, each of which presents a major HMGP subject area. In each section, information is presented on the right side of the page. In several sections, job aids containing supplemental material are provided. The job aids for each section can be found at the end of the section. At the front of each section, there is a detailed table of contents to help you locate specific information.
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).
Hagan Lake Dam is located in Boone County of the State of Missouri on an unnamed tributary of the Hominy Branch of Hinkson Creek. Hagan Lake Dam impounds water for recreational and aesthetic purposes. The top of the dam supports a road which has recently been used as a construction haul road; a gravel and dirt surface appears to have been added recently. The surfacing appeared to be less than 6 inches thick. The top of the dam was repaired recently, when ruts were formed due to heavy construction equipment traffic, according to Mr. Hagan. No tire ruts or depressions which are sometimes associated with vehicular traffic across earthen structures were observed at the time of the inspection, however. No depressions indicating a settlement of the dam were observed. The variation in elevation along the top of the dam did not appear to be due to an instability of the embankment. The dam was most likely constructed this way. No deviation in the horizontal alignment was apparent, other than the curve in the alignment as originally constructed. No major cracking was observed on the top of dam. Some minor shrinkage cracks were observed.
Moores Lake dam is located in Boone County in the State of Missouri, and crosses an unnamed tributary of Bear Creek. The reservoir is used as a settling pond for the cinders and ash which are a by-product of the Municipal Power Plant. Originally, when the power plant was first put into operation, the lake was used as a source of cooling water for the plant, however, thIt is no longer the case. This is evidenced by the fact that a recreational platform still exists at the eastern edge of the lake. The top of dam has a grass cover which adequately protects the embankment material from surface erosion. The grass was mowed at the time of our inspection and, is mowed periodically. The irregularity in the top of dam is apparently due to the addition of on site spoils materials in the past and not due to settlements. Is is unknown whether or not the dam has ever been overtopped; however, no evidence was observed indicating that the dam had been overtopped. The upstream slope has no riprap protection and although the grass cover is dense, it has been eroded by wave action. Nearly vertical faces up to 3 feet high are exposed with a nearly horizontal bench at the water line. The material exposed on these faces is a low plasticity clay with a trace of gravels. The upstream slope also has medium-sized trees and large bushes growing on it.