Filtering by
- All Subjects: Hydrology
- All Subjects: Airports
- Creators: Battelle Memorial Institute. Technology Partnership Practice
A detailed hydraulic analysis of Idle Hour Wash for the purpose of preparing a Letter of Map Revision.
The objectives of this report are to document the on-site and off-site hydrologic and hydraulic assessment of the site and its characteristics, quantifying existing conditions peak discharges, and define the limits of 100-year on-site floodplains.
Pavements represent one of the largest capital investments in Arizona’s aviation system. Timely airport pavement maintenance and rehabilitation are crucial because repairs are much more costly once the condition deteriorates below a certain level. Additionally, airport pavement weaknesses, such as cracks and loose debris, pose a significant safety risk to aircraft.
The Cochise County Airport is playing an increasing role in the promotion and development of the City of Willcox and the Cochise County area. The master plan has a capital improvement program that responds to the needs and desires for the short and long term aviation forecasts for Cochise County.
The Chandler Airpark area encompasses nine square miles surrounding the Chandler Municipal Airport. The area plan provides the City of Chandler with a document that will strategically guide future development in and around the existing airport. The two major goals of this plan are the protection of the Municipal Airport from residential encroachment and the aggressive economic development of the Airpark area.
An evaluation of Glendale Municipal Airport's capabilities and role, forecast for future aviation demand, and a plan for facilities to meet that demand.
An update to the 1998 Chandler Municipal Airport master plan to make it meet current Federal Aviation Administration and Arizona Department of Transportation requirements as well as anticipated needs of Chandler residents and businesses.
This report is being submitted for the purpose of reducing the erosion setback limits. The information contained herein supports the claim that a safe reduction in the setback distance can occur.
Millstone Manor #6 is a subdivision that was recorded in the mid-1950's. All records indicate no engineering took place with regards to potential for drainage improvements. This report will address what the natural floodprone areas are and will recommend how future permits should be processed.
This report describes the hydrologic and hydraulic analysis. Development in the lower end of the watershed has occurred without knowledge of the floodplain's characteristics.