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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<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