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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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!I! <br /> 1 <br /> 3 3I <br /> downgradient (Brown's New and Brown's #1), with an additional water-quality well upgradient f <br /> from the Vernalis plant (Koster) that is sampled periodically (depending on the availability of an <br /> E <br /> engine for the pump) (Figure 1). <br /> I <br /> r <br /> In regard to the water-level monitoring, the twelve network wells encompass the six parcels <br /> r <br /> proposed for mining (GW Consulting Engineers, 1991) in an area approximately two miles west <br /> to east and three miles north to south in order to allow for the assessment of ground-water flow <br /> directions. <br /> The Hall and Faulkner wells are shallow domestic wells and are tested for general minerals, <br /> nitrate, and total coliform bacteria. The Koster well is an irrigation well and the South Tracy #1 <br /> and two Brown's wells are deep production wells, all of which are tested for general minerals and <br /> nitrate. The remainder of the network wells are irrigation wells, excluding the Rustan domestic <br /> well, and are usually monitored for water levels only. I <br /> i <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 <br /> the USGS datum. The survey was conducted so that measured ground-water depths could be <br /> equated to ground-water elevations that, in turn, could be used to define ground-water flow <br /> directions beneath the area. <br /> i <br /> 'E <br /> I <br /> i <br /> I <br /> I <br /> I <br /> I <br /> 1_UHDORFF 6 SCALMANINI i <br /> I'i� rrws W�ci s: r, For[; i racea s i <br /> ® I <br /> �I <br />
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