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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 />

occurring at the Superstition Mountains Recharge Facility <strong>and</strong> Scenario 2 was a projection with<br />

an operational Superstition Mountains Recharge Facility. Presentation of results included<br />

change-in-water-level contours plotted on figures with township boundaries for location<br />

reference; results obtained from these figures were considered to be approximate. For this<br />

evaluation, the modeled water level changes were estimated for five locations along the CAP<br />

Canal <strong>and</strong> FRS through the study area using the ADWR estimates. These locations are at the<br />

southern end of the Rittenhouse FRS, the southern end of the Vineyard Road FRS, SG-6 along<br />

the Vineyard Road FRS, the northern end of the Vineyard Road FRS, <strong>and</strong> the <strong>Powerline</strong> FRS<br />

IDSM alignment Station 20+00. These water level changes are summarized below. Results of the<br />

more recent Superstition Mountain Recharge Facility modeling are also summarized below.<br />

Modeled Groundwater Levels by Others for Future Subsidence Scenarios<br />

Location<br />

<strong>Powerline</strong> FRS IDSM Station<br />

20+00<br />

Change in Groundwater Level, feet<br />

Base Case Scenario - No<br />

Recharge Facility<br />

Scenario 2 - With<br />

Recharge Facility<br />

2030 2100 2030 2100<br />

-25 -100 +50 +0 (+30)<br />

North Vineyard Road FRS 0 0 +50 +50<br />

Station 350+00<br />

Vineyard Road FRS Station +50 0 +50 +100 (+80)<br />

271+00, Well SG-6<br />

South Vineyard Road FRS +80 0 +50 +150 (+125)<br />

Station 90+00, Well SG-10<br />

South Rittenhouse FRS +100 0 +100 +200<br />

Approximately Station 50+00<br />

Note: Groundwater level changes in parentheses are from more current 2009 modeling.<br />

5.1.4. Discussion<br />

Known Earth Fissures<br />

There are known earth fissures in the Project area near Hawk Rock <strong>and</strong> one known earth fissure<br />

located immediately downstream of the <strong>Powerline</strong> FRS embankment at about Station 115+45.<br />

There also is a high probability that the earth fissure near Station 115+45 extends beneath the<br />

existing embankment. It is suspected that subsidence patterns at the <strong>Powerline</strong> FRS will continue<br />

into the future, potentially causing further development of fissures in this area.<br />

The earth fissures in the vicinity of <strong>Powerline</strong> FRS <strong>and</strong> Hawk Rock appear to follow along or<br />

near the crest of buried ridges that radiate from Hawk Rock. The InSAR data show the locations<br />

of the implied buried ridges. Previous investigations have included continuous seismic refraction<br />

profiling for the purpose of identifying concealed earth fissures. Continuous seismic profiling<br />

has occurred along the proposed <strong>Powerline</strong> IDSM alignment <strong>and</strong> much of the alignment of<br />

<strong>Powerline</strong> FRS. Other than the earth fissure at about <strong>Powerline</strong> FRS Station 115+45, there are no<br />

known earth fissures in close proximity to the components of the project. It is noted that this<br />

earth fissure may be an extension of the known earth fissure located about 700 feet west of the<br />

<strong>Powerline</strong> FRS embankment on the west side of Ironwood Road.<br />

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

Kimley-Horn <strong>and</strong> Associates, Inc. Page 35

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