Matching Items (110)
Filtering by

Clear all filters

42400-Thumbnail Image.png
ContributorsArizona. Governor's Drought Task Force (Contributor)
Created2007-12-06
Description

This study is intended to assess flood risk, and identify flood hazards based on those risks, for the Beaver Dam area from the Beaver Dam Wash. The hydrologic and hydraulic results are intended for risk assessment and emergency management purposes only. The results of this study should not be considered

This study is intended to assess flood risk, and identify flood hazards based on those risks, for the Beaver Dam area from the Beaver Dam Wash. The hydrologic and hydraulic results are intended for risk assessment and emergency management purposes only. The results of this study should not be considered as “best available technical information” for floodplain management purposes.”

42362-Thumbnail Image.png
ContributorsNelson, James H. (Author) / Pearthree, Marie Slezak (Author of afterword, colophon, etc.) / The Pride Publishing Company (Contributor)
Created1983-08-15
Description

This plan has been prepared in recognition of area flooding problems induced by urbanization within this unusually flat portion of the Tucson basin.

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.

42355-Thumbnail Image.png
ContributorsFuller, Jonathan E. (Author) / U.S. Fish and Wildlife Service (Publisher)
Created1988-08-09
Description

The Sutherland Valley is a broad, geologically-controlled floodplain. This study attempts to quantify the depth and extent of flooding so that floodplain permits can be issued for development which meets local and federal restrictions.

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.