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

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

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Powerline Flood Retarding Structure Pinal County, AZ Draft Supplemental Watershed Plan and Environmental Assessment analyses using both low-sun-angle aerial photography and high-resolution digital aerial imagery for the purpose of identifying potential earth fissures have been performed at Powerline FRS by AMEC in previous studies. As part of the current study, aerial photographs and digital images were evaluated for purposes of identifying features indicative of the presence of earth fissures. These features include elongated fissure gullies, alignments of potholes and other small depressions, lineations in the vegetative cover and subtle linear ground features caused by shading. No conclusive evidence for earth fissuring was identified, except for the known earth fissure downstream of the Powerline FRS embankment at about Station 115+45 and the known earth fissures in the vicinity of Hawk Rock to the west of the Powerline FRS. Geologic Reconnaissance A ground reconnaissance was performed to inspect the project area for evidence of ground subsidence or earth-fissure-related features. Select lineaments within the study area with the potential to impact proposed facilities were observed from the ground. Very few lineaments outside of the immediate vicinity of Powerline FRS were selected for direct ground observation. No earth fissures or features indicative of possible earth fissures were observed at the project site, excepting previously known earth fissures in the vicinity of the Powerline FRS and Hawk Rock. As a consequence, slight adjustments were made to the alignment of some of the features and other features were eliminated, particularly features that were identified as being cultural in origin. Deep Resistivity Profiling Resistivity interpretations do not result in unique solutions; therefore, the interpreted results are approximate. However, reasonable trends are apparent that can assist in understanding the basin subsurface. Two-layer interpretations, typically used for a shallower and deeper interface, were performed. Shorter array spacing data were used to develop two-layer interpretations of the shallower subsurface. The longest array spacing data were used to develop two-layer interpretations in the deeper subsurface, and when appropriate, for an intermediate interface or to check against the possibility of high-resistivity deep bedrock. These interpretations provide general resistivity values and ranges of anticipated depth interfaces within the basin subsurface to depths of several hundred feet to as great as about 1,000 feet. Future Subsidence Prediction Based on the subsurface information available from literature, existing geophysical well logs and from the surface geophysical measurements, simplified basin vertical profiles were developed to estimate historic subsidence and the potential for future subsidence. It was assumed that basin material compression leading to subsidence was limited to the portions of the upper or middle alluvial units that were below the groundwater table; contributions of bedrock or the lower alluvial unit were assumed to be negligible. Estimates of subsidence could then be calculated from the resulting basin vertical profiles. Based on these profiles, simplified estimates of subsidence were performed using the methods and procedures discussed in the AMEC white paper “Characterization for Subsidence Modeling and Percolation Theory–Based Modeling of Subsidence”. USDA- NRCS January 2013 Kimley-Horn and Associates, Inc. Page 29

Powerline Flood Retarding Structure Pinal County, AZ Draft Supplemental Watershed Plan and Environmental Assessment Earth Fissure Risk Delineation Using the data and analytical techniques discussed above, earth Fissure Risk Zones (FRZ) were developed. The risk zones were first delineated for the Powerline FRS and the northern portion of the Vineyard Road FRS as part of a previous investigation. The risk zones were then updated to account for the earth fissure discovered downstream of the Powerline FRS embankment at about Station 115+45. The risk zones around the Powerline FRS, the proposed Powerline IDSM and the northern third of the Vineyard Road FRS did not change as a result of this investigation. However, the earth FRZ were extended south to include the remainder of the Vineyard Road FRS and the Rittenhouse FRS and extended north to include the Powerline Diversion. 5.1.1. Geological Setting The project site is within the Sonoran region of the Basin and Range physiographic province and is, in part, structurally separated from the central Phoenix valley by the bedrock highs of the Tempe Butte area. The study area lies within the Mesa-Chandler sub-basin, adjacent to the Superstition and Goldfield Mountains, which are composed of metamorphic and igneous bedrock. This sub-basin contains basin-fill deposits of the Salt River Valley that can be subdivided into three units: lower alluvial unit (LAU), middle fine-grained unit (MFGU) and upper alluvial unit (UAU). The surficial geology for the PVR project is discussed in the Draft Supplemental Earth Fissure Risk Technical Memorandum prepared by AMEC on behalf of the District. The following sections discuss aspects of the geologic setting important to an appraisal of ground subsidence and earth fissuring, such as depth to bedrock and deep alluvial characteristics. Basin Geometry and Depth to Bedrock The buried shape and proximity of the bedrock-alluvium contact are likely the most dominant influences on where earth fissures form around Hawk Rock and near the Powerline FRS. These are regions where the gradient of the bedrock-alluvium interface is quite pronounced, with the thickness of the alluvium being variable. These conditions result in a differential subsidence profile, a prerequisite to earth fissure formation. Bedrock is present at the surface at Hawk Rock, which is about 4,000 feet west of the bend in the FRS embankment near Station 110+00. Understanding this bedrock geometry is one of the most important factors for delineating earth fissure risks for the project. There are four data sets that either directly or indirectly estimate the depth to bedrock or shape of the bedrock-alluvium interface in the vicinity of the project: 1) Bouguer gravity data, 2) depth to bedrock, 3) bedrock elevations, 4) InSAR, and 5) geophysical measurements. Bouguer Gravity Data The Bouguer gravity anomaly represents corrected surficial gravity measurements. Differences in the data represent differences in subsurface density. The most significant variation in subsurface density is that between bedrock and overlying alluvium. The gravity data indicate that the depth to bedrock increases to the north and northeast of Hawk Rock. These data also indicate that the depth of bedrock and basin thickness increases to the south and southeast of Hawk Rock. ADWR is currently preparing a three-dimensional (3D) model of gravity data for the Superstition Vistas area. This study includes the project and Hawk Rock areas. The gravity data USDA- NRCS January 2013 Kimley-Horn and Associates, Inc. Page 30

<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 />

Earth Fissure Risk Delineation<br />

Using the data <strong>and</strong> analytical techniques discussed above, earth Fissure Risk Zones (FRZ) were<br />

developed. The risk zones were first delineated for the <strong>Powerline</strong> FRS <strong>and</strong> the northern portion<br />

of the Vineyard Road FRS as part of a previous investigation. The risk zones were then updated<br />

to account for the earth fissure discovered downstream of the <strong>Powerline</strong> FRS embankment at<br />

about Station 115+45. The risk zones around the <strong>Powerline</strong> FRS, the proposed <strong>Powerline</strong> IDSM<br />

<strong>and</strong> the northern third of the Vineyard Road FRS did not change as a result of this investigation.<br />

However, the earth FRZ were extended south to include the remainder of the Vineyard Road<br />

FRS <strong>and</strong> the Rittenhouse FRS <strong>and</strong> extended north to include the <strong>Powerline</strong> Diversion.<br />

5.1.1. Geological Setting<br />

The project site is within the Sonoran region of the Basin <strong>and</strong> Range physiographic province <strong>and</strong><br />

is, in part, structurally separated from the central Phoenix valley by the bedrock highs of the<br />

Tempe Butte area. The study area lies within the Mesa-Ch<strong>and</strong>ler sub-basin, adjacent to the<br />

Superstition <strong>and</strong> Goldfield Mountains, which are composed of metamorphic <strong>and</strong> igneous<br />

bedrock. This sub-basin contains basin-fill deposits of the Salt River Valley that can be<br />

subdivided into three units: lower alluvial unit (LAU), middle fine-grained unit (MFGU) <strong>and</strong><br />

upper alluvial unit (UAU).<br />

The surficial geology for the PVR project is discussed in the Draft Supplemental Earth Fissure<br />

Risk Technical Memor<strong>and</strong>um prepared by AMEC on behalf of the District. The following<br />

sections discuss aspects of the geologic setting important to an appraisal of ground subsidence<br />

<strong>and</strong> earth fissuring, such as depth to bedrock <strong>and</strong> deep alluvial characteristics.<br />

Basin Geometry <strong>and</strong> Depth to Bedrock<br />

The buried shape <strong>and</strong> proximity of the bedrock-alluvium contact are likely the most dominant<br />

influences on where earth fissures form around Hawk Rock <strong>and</strong> near the <strong>Powerline</strong> FRS. These<br />

are regions where the gradient of the bedrock-alluvium interface is quite pronounced, with the<br />

thickness of the alluvium being variable. These conditions result in a differential subsidence<br />

profile, a prerequisite to earth fissure formation. Bedrock is present at the surface at Hawk Rock,<br />

which is about 4,000 feet west of the bend in the FRS embankment near Station 110+00.<br />

Underst<strong>and</strong>ing this bedrock geometry is one of the most important factors for delineating earth<br />

fissure risks for the project.<br />

There are four data sets that either directly or indirectly estimate the depth to bedrock or shape of<br />

the bedrock-alluvium interface in the vicinity of the project: 1) Bouguer gravity data, 2) depth to<br />

bedrock, 3) bedrock elevations, 4) InSAR, <strong>and</strong> 5) geophysical measurements.<br />

Bouguer Gravity Data<br />

The Bouguer gravity anomaly represents corrected surficial gravity measurements. Differences<br />

in the data represent differences in subsurface density. The most significant variation in<br />

subsurface density is that between bedrock <strong>and</strong> overlying alluvium.<br />

The gravity data indicate that the depth to bedrock increases to the north <strong>and</strong> northeast of Hawk<br />

Rock. These data also indicate that the depth of bedrock <strong>and</strong> basin thickness increases to the<br />

south <strong>and</strong> southeast of Hawk Rock.<br />

ADWR is currently preparing a three-dimensional (3D) model of gravity data for the<br />

Superstition Vistas area. This study includes the project <strong>and</strong> Hawk Rock areas. The gravity data<br />

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

Kimley-Horn <strong>and</strong> Associates, Inc. Page 30

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