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SU0004126
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SU0004126
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Entry Properties
Last modified
6/27/2024 9:08:38 AM
Creation date
9/4/2019 10:27:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0004126
FACILITY_NAME
QX-91-0005
STREET_NUMBER
35656
Direction
S
STREET_NAME
BIRD
STREET_TYPE
RD
City
TRACY
ENTERED_DATE
5/12/2004 12:00:00 AM
SITE_LOCATION
35656 S BIRD RD
RECEIVED_DATE
11/18/1997 12:00:00 AM
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
FilePath
\MIGRATIONS\B\BIRD\35656\QX-91-05\SU0004126\PUB REC REL APPL.PDF
Tags
EHD - Public
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from the Vernalis plant (Hall and Faulkner), one onsite (South Tracy#1), and two downgradient <br /> (Brown's New and Brown's#1), with an additional water-quality well upgradient from the Vernalis <br /> plant (Koster) that is sampled periodically (depending on the availability of an engine for the pump) <br /> (Figure 1). <br /> In regard to the water-level monitoring, the twelve network wells encompass the seven parcels <br /> permitted for mining in an area approximately two miles west to east and three miles north to south <br /> in order to allow for the assessment of ground-water flow directions. <br /> The Hall and Faulkner wells are shallow domestic wells and are tested for general minerals, nitrate, <br /> and total coliform bacteria. The Koster well is an irrigation well and the South Tracy#1 and two <br /> n <br /> Brown's wells are deep production wells, all of which are tested for general minerals and nitrate. <br /> The remainder of the network wells are irrigation wells, excluding the Rustan domestic well, and are <br /> usually monitored for water levels only. <br /> At each well in the monitoring network, the elevations of the ground surface and well head were <br /> surveyed by LSCE in November and December, 1994. Ground surface and well head elevations <br /> were referenced to several local bench marks (DWR, USBR, and San Joaquin County) relative to the <br /> USGS datum. The survey was conducted so that measured ground-water depths could be equated to <br /> ground-water elevations that, in turn, could be used to define ground-water flow directions beneath <br /> the area. <br /> 4 <br /> QLUHOORFF & SCALMANINI <br /> /.. <br /> CONSULTING ENGINEERS <br /> d <br />
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