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Powerline Plan and Environ. Assessment Jan. 2013 - Flood Control ...

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<strong>Powerline</strong> <strong>Flood</strong> Retarding Structure<br />

Pinal County, AZ<br />

Draft Supplemental Watershed <strong>Plan</strong><br />

<strong>and</strong> <strong>Environ</strong>mental <strong>Assessment</strong><br />

5. GEOHAZARD<br />

This section provides a summary of the geohazard reviews, investigations <strong>and</strong> analyses for the<br />

PVR project. The reader is referred to the full geohazard reports for further details <strong>and</strong><br />

information in regards to the PVR structures.<br />

The geohazard studies are documented in the following reports<br />

• “<strong>Powerline</strong>, Vineyard Road <strong>and</strong> Rittenhouse <strong>Flood</strong> Retarding Structures Rehabilitation or<br />

Replacement Project Final Initial Subsidence <strong>and</strong> Earth Fissure Report”. (AMEC August,<br />

2010).<br />

• “<strong>Powerline</strong>, Vineyard Road <strong>and</strong> Rittenhouse <strong>Flood</strong> Retarding Structures Rehabilitation or<br />

Replacement Project Final Earth Fissure Risk Zoning Memor<strong>and</strong>um”. (AMEC May,<br />

2012)<br />

5.1. Final Initial Subsidence <strong>and</strong> Earth Fissure Report (GeoHazard Study)<br />

The purpose of the geohazards investigation was to evaluate potential impacts of ground<br />

subsidence <strong>and</strong> earth fissuring on the selection <strong>and</strong> subsequent development of rehabilitation<br />

designs <strong>and</strong>/or replacement alternatives for flood protection afforded by the <strong>Powerline</strong>, Vineyard<br />

Road <strong>and</strong> Rittenhouse <strong>Flood</strong> Retarding Structures (FRS). The results, findings <strong>and</strong> conclusion of<br />

the report were used by the project team in its development <strong>and</strong> evaluation of dam rehabilitation<br />

<strong>and</strong>/or replacement alternatives.<br />

The geohazard study <strong>and</strong> assessment involved the compilation, review <strong>and</strong> interpretation of<br />

existing technical data. This data included review of aerial photography <strong>and</strong> interferometric<br />

satellite-based synthetic aperture radar (InSAR) data, ground reconnaissance of the study area,<br />

surface resistivity surveys, development of subsidence predictions, <strong>and</strong> a preliminary delineation<br />

of earth fissure risks.<br />

Existing Data Collection & Review<br />

Available groundwater data were reviewed <strong>and</strong> a summary of historical groundwater decline in<br />

the project area was prepared. Included in this effort was review of the East Valley Water Forum<br />

scenarios for the east Salt River Valley sub-basin application of the Regional Groundwater Flow<br />

Model <strong>and</strong> the impact of the proposed Superstition Mountains Recharge Project on the Central<br />

Arizona Water Conservation District.<br />

InSAR Review <strong>and</strong> Analysis<br />

InSAR was used in this study to detect the rate <strong>and</strong> distribution of subsidence occurring in the<br />

study area over the time periods covered. This information was then further utilized in the<br />

characterization of bedrock/alluvial interface <strong>and</strong> deep alluvium <strong>and</strong> for the FRZ delineation<br />

ADWR is currently applying InSAR as part of a long-range study of basin subsidence in<br />

Arizona. Recent interferograms developed by ADWR on the basis of 2000 to 2009 synthetic<br />

aperture radar data were compiled <strong>and</strong> analyzed for the project area. InSAR images previously<br />

provided by ADWR were also reviewed as part of this assessment.<br />

Photogeologic Interpretations<br />

High-resolution aerial digital imagery previously provided by the District was reviewed, <strong>and</strong> it<br />

proved to be an equivalent substitute for low-sun-angle afternoon photography. Lineament<br />

USDA- NRCS <strong>Jan</strong>uary <strong>2013</strong><br />

Kimley-Horn <strong>and</strong> Associates, Inc. Page 28

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