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 />
vicinity of the <strong>Powerline</strong> FRS. Furthermore, subsidence is continuing in the vicinity of the<br />
<strong>Powerline</strong> FRS where groundwater table depths are likely below the top of bedrock <strong>and</strong> the<br />
compressible basin alluvium is probably above the regional groundwater table.<br />
Data available to characterize the material characteristics of the deeper alluvium in which ground<br />
subsidence occurs are limited primarily to those data derived from surface geophysics <strong>and</strong><br />
several deep exploration wells completed by the USGS during CAP Canal investigations.<br />
Several deep exploration wells were completed by the USGS to measure alluvium thickness of<br />
the basin sediments. Information from these wells is discussed below.<br />
Subsidence Characteristics of Alluvium<br />
Subsidence magnitudes are both a function of groundwater level decline <strong>and</strong> alluvial material<br />
properties. Bell has reported typical subsidence rates of 1 foot of subsidence per 20 feet of<br />
groundwater level decline in clay-rich basin sediments, <strong>and</strong> 1 foot of subsidence per 40 to 60 feet<br />
of groundwater decline in more clastic basin alluvium materials. Local experience in basin<br />
alluvium characterization <strong>and</strong> modeling has verified both greater subsidence magnitudes <strong>and</strong><br />
time-delay effects in subsidence relative to regional groundwater level declines in clay-rich<br />
alluvium of the MFGU sediments as compared to the mixed alluvium of the UAU. It also<br />
appears that significantly smaller to negligible contributions to subsidence occur in the older<br />
LAU. When not internally drained by pumping within the MFGU, time delay in subsidence of<br />
several too many years occurs due to low permeabilities in the clay-rich MFGU material that<br />
slow the process of internal pore pressure change that controls consolidation. However, when<br />
internally drained by pumping within the MFGU, rapid large-magnitude subsidence can result as<br />
“water of compaction” is removed. Removal of such “water of compaction” from silt <strong>and</strong> clay<br />
materials in an aquitard probably results in a mostly nonrecoverable reduction in pore volume<br />
that is manifested as ground subsidence.<br />
5.1.3. Hydrogeological Conditions<br />
Historic hydrographs of selected wells in the study area were reviewed. Historically, the<br />
groundwater in the project study area has declined significantly due to well withdrawals far<br />
exceeding natural recharge, as analyzed <strong>and</strong> discussed in previous reports. This decline likely<br />
commenced in the late 1940s as agricultural development began in earnest in the east valley. A<br />
reasonable estimate of predevelopment groundwater levels can be made from Well (D-01-<br />
08)15CCC, which had a groundwater elevation of about 1,325 feet amsl (water level depth of<br />
approximately 275 feet) in the late 1930s to early 1940s.<br />
Multiple wells capable of moderate to high production rates are found throughout the study area,<br />
some of which are within 1 mile of the FRS facilities. Yields in these wells are often high, with<br />
discharges of 2,000 gallons per minute not uncommon. Transmissivities of the LAU, the<br />
probable screened intercept in many of the large-capacity wells, are reported to range from about<br />
1,000 to 50,000 square feet per day (Laney <strong>and</strong> Hahn 1986). The average depth of the 76 active<br />
water wells within the study area is about 1,040 feet bgs, <strong>and</strong> well depths range from 651 to 2986<br />
feet bgs.<br />
Water level data for many of the wells in the historical database may or may not represent<br />
general head distributions in the region in which these wells are located. Operating wells have<br />
local cones of depression that may be reflected in the reported water level readings. Such detail<br />
cannot be ascertained from the historic records. However, several of the historical hydrographs<br />
USDA- NRCS <strong>Jan</strong>uary <strong>2013</strong><br />
Kimley-Horn <strong>and</strong> Associates, Inc. Page 33