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ARCHIVED REPORTS XR0012291
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2900 - Site Mitigation Program
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PR0502410
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ARCHIVED REPORTS XR0012291
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Entry Properties
Last modified
11/19/2024 10:19:09 AM
Creation date
9/4/2019 9:36:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012291
RECORD_ID
PR0502410
PE
2960
FACILITY_ID
FA0005437
FACILITY_NAME
UNOCAL BULK PLANT #0788
STREET_NUMBER
8203
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
25014003
CURRENT_STATUS
01
SITE_LOCATION
8203 W ELEVENTH ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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r <br /> April 20, 1990 <br /> y- Water-Level Measurements (continued) <br /> The monofilament line used to lower the bailer is replaced between <br /> wells with new line to preclude the possibility of <br /> cross-contamination. Field observations (e.g. well integrity, product <br /> color, turbidity, water color, odors, etc.) are noted on the G-R Well <br /> �- Sampling Field Data Sheet shown in Figure 4. Before and after each <br /> use, the electric sounder, interface probe and bailer are <br /> decontaminated by washing with Alconox or equivalent detergent <br /> followed by rinsing with deionized water to prevent <br /> cross-contamination. <br /> As mentioned previously, water-levels are measured in wells with known <br /> or suspected lowest dissolved chemical concentrations to the highest <br /> dissolved concentrations. <br /> Well Purging <br /> Before sampling occurs, well casing storage water and interstitial <br /> water in the artificial sand pack will be purged using (1) a positive <br /> displacement bladder pump constructed of inert, non-wetting, Teflon <br /> and stainless steel, (2) a pneumatic-airlift pumping system, (3) a <br /> centrifigal pumping system, or (4) a Teflon or Stainless steel bailer <br /> (Figure 5). Methods of purging will be assessed based on well size, <br /> location, accessibility, and known chemical conditions. Individual <br /> well purge volumes are calculated from borehole volumes which take <br /> into account the sand packed interval in the well annular space. As a <br /> general rule, a minimum of 3 and a maximum of 10 borehole volumes will <br /> be purged. Wells which dewater or demonstrate slow recharge periods <br /> (i.e. low-yield wells) during purging activities may be sampled after <br /> fewer purging cycles. If a low-yield (low recovery) well is to be <br /> sampled, sampling will not take place until at least 80 percent of the <br /> previously measured water column has been replaced by recharge, or as <br /> per local requirements. Physical parameter measurements (temperature, <br /> pH, and specific conductance) are closely monitored throughout the <br /> well purging process and are used by the G-R sampling crew as <br /> indicators for assessing sufficient purging. Purging is continued <br /> until all three physical parameters have stabilized. Specific <br /> conductance (conductivity) meters are read to the nearest ±10 <br /> umhos/cm, and are calibrated daily. pH meters are read to the nearest <br /> ±0.1 pH units and are calibrated daily. Temperature is read to the <br /> nearest 0.1 degree F. Calibration of physical parameter meters will <br /> follow manufacturers specifications. Monitoring wells will be purged <br /> according to the protocol presented in Figure 5. Collected field data <br /> during purging activities will be entered on the G-R Well Sampling <br /> Field Data Sheet shown in Figure 4. Copies of the G-R Field Data <br /> Sheets will be reviewed by the G-R Sampling Manager for accuracy and <br /> .W NOW completeness. <br /> 7tyeffler — ryan inc. (415)783-7500 Page 13 <br /> 9enerat and environmental contractors <br />
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