Matching Items (36)
Filtering by

Clear all filters

42401-Thumbnail Image.png
Created2009-01-11
Description

The purpose of the Flood Response Plan is to reduce the potential for property damage and loss of life resulting from floods on the Beaver Dam Wash at the community of Beaver Dam. This report is intentionally short and concise to make it easily usable during a flood emergency.

42361-Thumbnail Image.png
Created1986-01-28
Description

The Flecha Caida study area encompasses approximately eight square miles of the foothill region of the Santa Catalina Mountains. The three major washes studied include Finger Rock Wash, Valley View Wash, and Flecha Caida Wash. One tributary (Sky Club Wash) to the Valley View Wash and three tributaries to the

The Flecha Caida study area encompasses approximately eight square miles of the foothill region of the Santa Catalina Mountains. The three major washes studied include Finger Rock Wash, Valley View Wash, and Flecha Caida Wash. One tributary (Sky Club Wash) to the Valley View Wash and three tributaries to the Finger Rock Wash were also included in this study.

42360-Thumbnail Image.png
Created1986-03-15
Description

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.

42359-Thumbnail Image.png
Created1986-07
Description

The purpose of this study is to develop a basin management plan for Highlands Wash and the two washes west of Highlands Wash.

42358-Thumbnail Image.png
Created1986-11-17
Description

The purpose of Phase I of the Riverside Terrace Basin management plan is the assessment of the existing hydrologic and basic hydraulic properties of the watershed.

42357-Thumbnail Image.png
Created1988-02-04
Description

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.

42356-Thumbnail Image.png
Created1988-06-17
Description

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.

42351-Thumbnail Image.png
Created1989-01-12
Description

This report presents the results of an engineering analysis performed to assess the existing potential for flooding and erosion along Green Valley drainageway #9 and presents conceptual plans for recommended improvements. This study extends from La Canada Drive at the downstream end to the La Canoa Land Grant Boundary at

This report presents the results of an engineering analysis performed to assess the existing potential for flooding and erosion along Green Valley drainageway #9 and presents conceptual plans for recommended improvements. This study extends from La Canada Drive at the downstream end to the La Canoa Land Grant Boundary at the upstream end.

42350-Thumbnail Image.png
Created1989-02-15
Description

Tucson Water's Valley View Reservoir site and Flecha Caida Ranch Estates #9 has experienced numerous drainage-related problems,including inundation, erosion, and limited access during the rainy season. A portion of the reservoir site and approximately one-half of the subdivision are both located in the 100-year flood plain.

42349-Thumbnail Image.png
Created1989 to 1991
Description

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 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.