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- All Subjects: Pima County (Ariz.)
- All Subjects: Rural transportation
- All Subjects: Air quality management
- Creators: Battelle Memorial Institute. Technology Partnership Practice
- Creators: Herman, Patricia M.
- Creators: McDonald, Jim
The Pima Regional Trail System Master Plan is intended to serve as a blueprint for the development of a high quality, interconnected, multimodal, regional trail system in eastern Pima County. The plan is an update of the 1989 and 1996 Eastern Pima County Trail System Master Plans.
This Technical Data Notebook has been prepared in support of a Letter of Map Revision submittal to amend the 100-year floodplain, or Special Flood Hazard Area associated with Finger Rock Wash in Pima County, Arizona. The purpose of this LOMR application is to revise the effective Flood Insurance Rate Map SFHA boundaries based on updated and more detailed information. No new hydraulic structures are present within the study limits.
Purpose of this report is to provide a detailed analysis of the runoff characteristics of the Diamond Bell Ranch area.To this end, HEC-HMS models were generated to analyze the runoff under existing watershed conditions.
This report documents the existing drainage conditions related to Silverbell Trails Estates roadways and 100-year flow depths and includes qualitative and quantitative analyses of the existing hydrologic and hydraulic conditions.
The purpose of this study is to determine the hydrologic and hydraulic impacts of the Aspen Fire of the summer of 2003 on the Sabino Canyon and Carter Canyon watersheds, which are in the vicinity of the Town of Summerhaven, located on Mount Lemmon in the Santa Catalina Mountains, Arizona.
This study was developed to identify the resources and applicable methodology for the delineation of primary flood corridors.
Work maps for the Mission Wash floodplain. Highlighted photographs show the floodplain limits and watersheds.
The purpose of this study is to develop a physical, process-based hydrologic model for the Finger Rock Wash watershed. A HEC-1 model was developed to estimate the 100-year discharge rate.
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.