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ARCHIVED REPORTS_XR0007897
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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PR0545007
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ARCHIVED REPORTS_XR0007897
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Entry Properties
Last modified
12/5/2019 2:32:50 PM
Creation date
12/5/2019 2:00:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007897
RECORD_ID
PR0545007
PE
3528
FACILITY_ID
FA0025604
FACILITY_NAME
CATELLUS DEVELOPMENT PROPERTY
STREET_NUMBER
1325
Direction
W
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
CURRENT_STATUS
01
SITE_LOCATION
1325 W WEBER AVE
QC Status
Approved
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EHD - Public
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' Ms Mary Meays Page 2 <br /> April 14, 1991 g <br /> handling sampling equipment and sample bottles Bailer cord was <br /> replaced before sampling at each well location <br /> Lab= Anaj3MM <br /> Water samples collected ected at the site were transfered to Superior Analytical, <br /> Inc , Martinez, California under chain of custody This laboratory is <br /> ' different from the one which has been previously utilized for quarterly <br /> ground water monitoring activities At the laboratory, the samples were <br /> analyzed according to the following test procedures <br /> • Total Petroleum Hydrocarbons as Gasoline -- EPA Method 8015-M <br />' • Benzene, Toluene, Ethylbenzenes and Xylenes (BTE&X) -- EPA Method <br /> 8020, <br />' * Total Lead -- EPA Method 6010, <br /> • Organic Lead -- DHS Specified Method, and <br /> • Ethylenedibromide (EDB) -- DHS Specified Method <br /> The findings from the laboratory testing are summarized in Table 2 <br /> Laboratory reports and chain of custody are attached QA/QC procedures <br /> consisted of collecting a duplicate and field blank, and including a travel <br /> blank Analyses of the duplicate and sample blanks indicated that all <br />' constituents analyzed for were below detection limits At the laboratory, <br /> standard internal QA/QC procedures were followed <br />� indinga <br /> Plotting and contouring ground water level contours (Figure 1) indicate a <br /> trough centered at MW-5 and oriented towards the southeast Previously, <br /> flow directions were oriented in directions ranging between southwest and <br />' southeast The variability in flow direction is probably due to the influence <br /> of tidally induced water level changes in the adjacent Stockton deep water <br /> channel Tidal data for the Stockton area is provided in Table 3 <br />' The effect of tidal fluctuations on ground water level data was likely <br /> accentuated by the fact that ground water elevations were not obtained at <br />' the same time of day Instead, the time of measurement of ground water <br /> elevations differed by over seven hours For example, ground water <br /> elevation in MW-1 was measured at 9 30 AM, while MW-5 was measured at <br /> 2.54 PM During future quarterly monitoring activities, every effort will be <br /> made to minimize the time difference in obtaining groundwater elevation <br /> data <br />
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