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AST
works on a wide variety of water supply and geophysical projects. The following list presents
a few of our recent projects:
Well Siting Projects
AST is currently working with a number of southeastern Wisconsin
communities to site new wells. These well siting projects typically consist of geologic reconnaissance
studies followed by seismic refraction and electromagnetic induction or electrical resistivity surveys
to find promising test drilling sites. The following communities are in various phases of this process:
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- City of Pewaukee
- Village of Pewaukee
- Village of Germantown
- City of Brookfield
- Village of Mukwonago
- Village of Slinger
- City of Waukesha
- Village of North Prairie
- City of Marshfield
- City of Antigo
- Village of Hartland
- City of Oconomowoc
- City of Muskego
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Water Supply - Rio Dulce, California
AST is conducting a
geophysical survey to site a water supply well for a new subdivision in the Santa Barbara Mountains
in California. Using a Magneto Telluric (MT) survey, AST mapped the top of a granite aquifer and mapped
the fault system and fracture patterns on a mountainous site neat the San Andras Fault. AST identified
several promising location for site that will supply 200 new homes. The well will be drilled to a depth
of between 1,000 and 1,500 feet.
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Geophysical Survey to Map Saline Plume in Los Angeles County, California
AST conducted a Time
Domain Electromagnetic Induction (TEM) and high-resolution dipole-dipole electrical resistivity survey
in the City of Torrance, California for the Water Replenishment District of Southern California (WRD).
The survey was conducted as a field demonstration project to determine if surface geophysical methods
could image a plume of brackish water present in the Silverado aquifer at depths of about 400 to 800
feet. Over pumping in the early 20th century caused salt water to intrude into the groundwater for the
West Coast Basin of Los Angeles County. An injection well barrier system installed in the 1950s through
1970s halted further saltwater intrusion but stranded pockets of saline and brackish water inland from
the barrier wells. Past efforts by WRD to map the position of the saline plume with monitoring wells
were limited by the cost of drilling and the limited land available for monitoring wells.
WRD wanted to evaluate
geophysical methods for mapping the distribution of brackish to saline groundwater in the basin. The
area is highly developed with very limited open land and abundant sources of cultural interference that
made the application of most geophysical methods difficult or impossible. AST worked with WRD to find
a baseball field, drainage channel, and city park with enough open area to conduct field trials. The
resistivity survey provided high-resolution images of the composition of the upper 200 feet of the basin
fill deposits. The TEM method was used with customized multiple turn transmitter loops with a smaller
footprint to provide greater penetration on a smaller site and reduce cultural interference from nearby
development. The TEM data was able to map brackish water in the aquifer and image the base of the saline
zone at depths of over 500 feet. The results of the survey were used to design a larger basin-wide survey
that will be conducted by AST in early 2008.
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Geophysical Mapping of Regional Ground Water Flow System, Death Valley National Park,
California
AST conducted a series
of gravity, magnetic, and Time Domain Electromagnetic Induction surveys in Death Valley National Park
to map subsurface geology between Yucca Mountain and Death Valley and determine the geologic factors
controlling the location of several major springs along the eastern side of Death Valley. A total of
85 TEM soundings, 91 miles of gravity data, 19 miles of magnetic data, 5 magnetotelluric profile lines,
3 component TEM profile lines and 10 high resolution electrical resistivity lines were collected over
8 field seasons. The surveys were conducted to support a regional ground water flow model being conducted
by the Hydrodynamics Group for Inyo County, California. The study is attempting to document the continuity
of a carbonate aquifer system from Yucca Mountain to Death Valley and map the fracture system supporting
Devil’s Hole.
Our geophysical work
indicated that the springs are related to faults supplied by a regional flow system. Our interpretation
has been independently supported by aeromagnetic data from the USGS and geochemical analysis of the
spring water by the Hydrodynamics Group.
Two deep monitoring
wells have been drilled on the basis of our geophysical surveys to measure the head and water quality
in the carbonate aquifer in the western Amargosa Valley. Based on our geophysical work, the carbonate
aquifer was found at depths of less than 4,000 feet, as opposed to 8,000 feet, which is more typical
for the Valley. Several additional monitoring wells will be drilled over the next two to three years.
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Geophysical Survey of the Ames, Means, and Johnson Valleys, Mojave Water Agency
Aquifer Science & Technology
designed and implemented a geophysical investigation to define the basin geometry and valley fill stratigraphy
of the Ames, Means, and Johnson Valleys near Yucca Valley, California for the Mojave Water Agency (MWA)
as part of a feasibility study for an artificial recharge project. Two electrical methods were used,
a high-resolution electrical resistivity survey to map the lateral and vertical grain size distribution
of the upper 300 to 400 feet, and a time domain electromagnetic induction (TEM) survey to determine
the grain size distribution to depths of up to approximately 1,000 feet. The resistivity survey was
designed to provide the greatest resolution of the distribution of coarse-grained and fine-grained sediments
above the water table, which will most significantly affect the ability of water to quickly infiltrate.
The TEM survey was designed to determine the grain size distribution of the lower unsaturated zone and
the saturated aquifer material above bedrock.
The resistivity data
also produced high-resolution images of several significant faults that formed hydraulic barriers in
the basin. The TEM data mapped the valley fill stratigraphy to depths of over 1,000 feet and mapped
the truncation of geologic units at depth due to faulting. This data was used to construct a conceptual
model of the basins and will be used by the Mojave Water Agency to determine the most suitable locations
for artificial recharge and water banking. Similar geophysical surveys were also conducted by AST for
MWA in the Antelope Wash and Greentree areas.
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Geophysical Survey of the Oro Grande Wash, Mojave Water Agency
Aquifer Science & Technology
designed and implemented a geophysical investigation to define the subsurface characteristics and hydraulic
properties of the aquifer system in the Oro Grande Wash area near Victorville, California for the Mojave
Water Agency (MWA) as part of a feasibility study for an artificial recharge project. Two electrical
methods used high-resolution electrical resistivity survey to map the lateral and vertical grain size
distribution of the upper 300 to 400 feet, and a time domain electromagnetic induction (TEM) survey
to determine the grain size distribution to depths of up to approximately 1,000 feet. The resistivity
survey was designed to provide the greatest resolution of the distribution of coarse-grained and fine-grained
sediments above the water table, which will most significantly affect the ability of water to quickly
infiltrate. The TEM survey was designed to determine the grain size distribution of the lower unsaturated
zone and the saturated aquifer material above bedrock.
The geophysical surveys
showed that a thin, fine-grained material is present at the surface overlying a thick sequence of coarse-grained
material. Beneath this layer lies an extensive sequence of low-permeability clay. The modeled TEM resistivity
data was utilized to construct maps of the elevation of the top of the lower clay formation. The elevation
of the clay layer estimated from the TEM data was confirmed by subsequent test drilling. This data will
be used by the Mojave Water Agency to determine the most suitable locations for artificial recharge
and water banking. Similar geophysical surveys were also conducted by AST for MWA in the Antelope Wash
and Greentree areas.
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TEM Soundings of the Sandstone Aquifer in Eastern Wisconsin, Mapping Saline Zones in
Aquifers
The deep sandstone aquifer
of eastern Wisconsin has been the primary aquifer for municipal and industrial demand for decades. The
aquifer has always been a reliable source of good quality water. However, over the last several years,
salinity levels have doubled or tripled in several wells in a suburb of Milwaukee and new wells have
hit unexpectedly high salinity in southeastern and east-central Wisconsin. Salinity levels are approaching
usable limits in several wells, creating concerns about the long-term viability of the aquifer.
AST conducted time domain
electromagnetic induction (TEM) surveys in eastern Wisconsin to determine the distribution of the saline
water in the aquifer. The TEM method can measure subsurface conductivity to depths of over two thousand
feet. The data can be used to map the thickness of the aquifer and identify pockets of saline water.
Individual surveys were
conducted to site high capacity municipal wells in the sandstone aquifer for the following Wisconsin
communities.
- Waukesha Water Utility
- City of Brookfield, Wisconsin
- City of Oakfield, Wisconsin
In addition, AST teamed
with the University of Wisconsin-Milwaukee to obtain research grants from the UW-Extension Groundwater
Coordinating Council to conduct regional TEM surveys in two parts of eastern Wisconsin. In 2000, 69
soundings were conducted in Waukesha and Milwaukee counties to map the distribution of saline water
in the sandstone aquifer. In 2002, 55 soundings were conducted in Fond du Lac, Winnebago, Outagamie
and Calumet counties to map the distribution of saline water and the presence of Precambrian mounds
on the base of the aquifer. The results of both projects were released as reports of the Groundwater
Coordinating Council (UW-WRI # 00-HDG-8 and DNR Project #173).
The TEM sounding identified
pockets of saline water at depths of over 1,000 feet in the aquifer. Several faults and buried mounds
of pre-Cambrian igneous rock projecting into the aquifer were discovered.
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Magnetotelluric Survey to Site a Community Well, near Santa Clarita, California
AST completed a magnetotelluric
(MT) survey to site a high capacity well to supply a planned development in the San Gabriel Mountains
near Santa Clarita, California. The MT survey consisted of 28 soundings on a 1,100-acre site that consists
of up to 2,000 feet of dense sandstone over a fractured igneous basement. The survey mapped the structure
of the igneous aquifer at depth of between 1,000 and 2,000 feet. The data also identified a major transform
fault system bisecting the site. The results of the survey identified several drilling targets at depths
of 1,000 to 2,000 feet where major fracture zones are expected to be present within a favorable stress
field based on the mapped structure of the fault system.
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Wells 23 & 24; Marshfield Electric and Water Utility, City of Marshfield, Wisconsin
Geophysical surveys
were conducted on two sites to site two new wells in the sand and gravel aquifer. The geophysical surveys
consisted of electrical resistivity profiles and seismic refraction soundings. The geophysical surveys
were used to direct a test boring and water sampling program. Test wells were drilled on both sites.
As a result of the survey
results, a new well, Well 23, is on line on the first side with a design capacity of 400 gpm. Well 23
will replace two existing wells in the immediate area that have a combined capacity of less than 200
gpm. A production well was under construction on the second site, Well 24, with a capacity of 500 gpm.
AST is currently exploring several additional sites to develop new higher capacity wells to allow the
utility to abandon several old low capacity wells that have exceeded their service life.
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Wells 9 and 13; City of Muskego, Wisconsin
As part of a municipal
well siting study, AST conducted a geologic reconnaissance study was conducted followed by a geophysical
survey consisting of Time Domain Electromagnetic Induction soundings, electrical resistivity profiles,
and seismic refraction on four sites for the City of Muskego, Wisconsin. AST conducted geophysical survey,
test drilling, pumping tests and water sampling followed the reconnaissance study.
The study identified
three well sites in a sand and gravel bedrock valley aquifer with production capacities of from 700
gpm to over 1,000 gpm. Production wells have been constructed on two sites with capacities of 700 gpm
and 1200 gpm. During the construction of one well, the drilling contractor experienced a casing failure
and damaged the formation. AST conducted several step draw down tests to document the efficiency of
the well. These tests were crucial in holding the contractor responsible for fixing their mistakes and
resulted in the City receiving a well that produced a significantly higher yield than the contractor
alleged was possible from the aquifer. The third well site has been banked for future needs. AST is
currently evaluating several additional sites for additional wells to meet the long-term future needs
of the City.
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Wells 5 and 6; Village of Mukwonago, Wisconsin
A geologic reconnaissance
study was completed to find sand and gravel well sites. The Village needed to provide low radium water
to blend with two existing sandstone aquifer wells that exceed the radium standard. The reconnaissance
study was followed by a geophysical survey using electromagnetic induction, seismic refraction and electrical
resistivity profiles. The geophysical survey let to several test borings that identified two new municipal
well sites for the Village of Mukwonago, Wisconsin.
Two sand and gravel
wells were constructed on the basis of the exploration project. One well has a capacity of approximately
1,200 gpm. The second well produces about 4,00 gpm. A controlled pumping test was conducted to document
the capacity of the wells and demonstrate that they will not adversely affect a spring supporting a
calcareous fen approximately 1,500 feet from the higher capacity well. The capacity of the sand and
gravel wells is adequate to blend with the sandstone aquifer wells and meet the radium standard for
the system.
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Well 6; Village of Hartland, Wisconsin
A geologic reconnaissance
study was conducted, followed by a geophysical survey consisting of time domain electromagnetic induction
soundings and seismic refraction on four sites to identify municipal well sites for the Village of Hartland,
Wisconsin. Test drilling, pumping tests and water sampling followed the reconnaissance study.
A well site has been
constructed in a sand and gravel bedrock valley aquifer with a capacity of over 2,000 gpm. A pumping
test was conducted that successfully proved to a concerned lake management association and their consultant
that operation of the well would not adversely impact nearby Beaver Lake. An additional future well
site with an estimated capacity of over 1,000 gpm was identified near the same site.
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City of Antigo, Wisconsin
A geologic reconnaissance
study was conducted to identify promising exploration areas for new municipal well sites for the City
of Antigo, Wisconsin, to replace five very shallow wells impacted by biological contamination in the
aquifer. The project included a wellhead protection plan to identify the capture zone of the existing
well fields, DNA fingerprint analysis to identify the source of fecal coliform contamination in the
major well field, and an evaluation of nitrate contamination in the north well field.
The source of the fecal
coliform bacteria has been linked to non-human sources and shown to be endemic in the portion of the
aquifer around the well field. Several promising exploration areas were identified that were away from
sources of high agricultural chemical use and are expected to provide safe water from the sand and gravel
aquifer. A nitrate management plan was developed to reverse the trend of rising nitrates in the north
well field by encouraging local farmers to reduce nitrogen use in the capture zone of the well field.
Subsequent geophysical exploration identified several promising test boring sites in deeper sand and
gravel deposits in areas less prone to contamination. Two production wells were drilled with capacities
of 600 and 700 gpm. The wellhead protection plan was modified to cover the two new wells.
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