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- All Subjects: Watersheds
- All Subjects: Airports
- Creators: Battelle Memorial Institute. Technology Partnership Practice
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.
Covers an area in southeastern Pima County that drains the Arivaca Creek watershed. The purpose of the report is to estimate peak discharge for the 50 year storm frequency event, utilizing the rational method (Q=CiA). This method pre-dates that outlined in the Hydrology Manual for Engineering Design and Floodplain Management within Pima County, Sept. 1979, and is considered less accurate. It is recommended that this report be archived and discontinued for use for regulatory purposes.
This report is the first phase of a study to provide a basin management plan for the Tucson Mountain Drainage Basin. Phase II will identify and evaluate alternative specific solutions to flood plain management measures with Phase III accomplishing conceptual designs for the selected alternatives.
The purpose of the study is to identify existing flooding problems for fifteen homes adjacent and west of Holladay Street which have experienced flooding in the past three years. A 1991 follow-up report is included that corrects an error in the earlier report's estimation of the split flow quantities at the intersection.
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.
The purpose of the Phase I study is to evaluate existing drainage conditions and to identify alternative flood control/floodplain management strategies which warrant further consideration.