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ARCHIVED REPORTS XR0000213
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0543430
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ARCHIVED REPORTS XR0000213
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Last modified
2/5/2019 11:07:47 AM
Creation date
2/5/2019 10:41:52 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000213
RECORD_ID
PR0543430
PE
3528
FACILITY_ID
FA0009377
FACILITY_NAME
CAL TRANS MAINT SHOP 10
STREET_NUMBER
1603
Direction
S
STREET_NAME
B
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16918002
CURRENT_STATUS
02
SITE_LOCATION
1603 S B ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Based on the groundwater data, the inferred groundwater flow direction beneath the site is <br /> to the east (Figure 2) with an average hydraulic gradient of 0 003 meter per meter (0 003 <br /> foot per foot) <br /> 3 2 GROUNDWATER SAMPLING <br /> Groundwater samples were collected from fourteen monitoring and/or vapor extraction <br /> wells Prior to the collection of groundwater samples, the monitoring wells were purged of <br /> a minimum of three well volumes of water and until pH, conductivity, and temperature <br /> stabilized The wells were allowed to recover to at least 80 percent of their original static <br /> groundwater levels prior to sampling Wells VW-1 and MW-26 were sampled on August 3, <br /> 1998 prior to their abandonment <br /> The following are procedures were implemented for well monitoring, well purging, and <br /> water sampling <br /> 1 All equipment was washed prior to entering the well with an Alconox solution, <br /> followed by two tap water rinses and a deionized water rinse <br /> 2 Prior to purging the wells, depth-to-water was measured using an Solinst <br /> groundwater interface probe to an accuracy of approximately 0 01 foot The <br /> measurements were made to the top of the well casing on the north side <br /> 3 Monitoring wells at the site were prepared for sampling by purging the well of <br /> approximately three well volumes of water using a polyvinyl chloride (PVC) bailer <br /> 4 Water sin samples were collected with a le-use Teflon bailer after the well had <br /> P g <br /> been purged and water in the well had equilibrated to approximately 80 percent of <br /> the static water level or two hours after well purging, whichever occurred first The <br /> water collected was immediately decanted into laboratory-supplied vials and <br /> bottles The containers were overfilled, capped, labeled, and placed in a chilled <br /> cooler prior to delivery to the laboratory for analysis <br /> 5 Chain-of-custody procedures, including chain-of-custody forms, were used to <br /> document water sample handling and transport from collection to delivery to the <br /> laboratory for analyses <br /> 6 Groundwater samples were delivered to the State-certified hazardous waste <br /> laboratory within approximately 48-hours of collection <br /> 7 Purged water was contained in a DOT approved 55-gallon drum The dram was <br /> labeled with the contents, date, well number, client name, and project number <br /> 2 <br /> iF Transfer�ReporriCALTRANS1CafiyO97471977%gm398fin <br />
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