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2900 - Site Mitigation Program
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PR0516614
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Entry Properties
Last modified
5/31/2019 3:43:11 PM
Creation date
5/31/2019 3:23:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516614
PE
2960
FACILITY_ID
FA0012708
FACILITY_NAME
NEWARK SIERRA PAPERBOARD/ RECYCLING
STREET_NUMBER
800
Direction
W
STREET_NAME
CHURCH
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14523004
CURRENT_STATUS
02
SITE_LOCATION
800 W CHURCH ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Arty �/ <br /> Mr. Jim Barton <br /> RWQCB <br /> March 29, 2013 <br /> Page 13 . <br /> a) The desired sampling flow rate is 100 mL per minute. This low flow will <br /> be indicated by the amount of time needed for the vacuum to decrease <br /> from approximately 28 in Hg to 5 in Hg. <br /> b) When the gauge nearest the SUMMA canister shows 5 in Hg,.close inlet <br /> valve (the same one that was open),then close valve on SUMMA canister. <br /> C) Detach SUMMA canister from pump plumbing and attach sampling label <br /> to the sample container prior.to delivery to the laboratory. <br /> d) If there is a duplicate sample: <br /> i) Close all valves. <br /> ii) Attach a fresh SUMMA canister to the Sample T arm. <br /> iii) Open the two valves connecting the SUMMA and pump (not the <br /> valve on the SUMMA'canister itself). <br /> iv) Start the pump and build vacuum to approximately 21.5 in Hg to <br /> conduct a leak test. . <br /> V) Turn off the pump, and observe whether vacuum is maintained at <br /> the maximum reading for 1 minute. <br /> (1) If vacuum decreases, find and correct the leak. <br /> (a) The connection to the SUMMA canister often leaks. <br /> (i) It is unlikely that further tightening will fix . <br /> the problem (brass connectors are easily <br /> over-tightened), so replace the canister. <br /> (b) The criterion for passing the leak test is 10 percent <br /> of the SUMMA vacuum or 2.1 in Hg. <br /> (c) Sample the duplicate by following the procedure <br /> above, beginning with Step 2. <br /> 4) Once sampling is attempted or completed, the drill string is tripped out to remove <br /> all sample tubing, the sample tip, and all the inner rods prior to advancing to the <br /> next sampling depth. <br /> Soil Sampling <br /> Borings will be continuously cored with core containment in clear acetate liners. Soil <br /> samples will be retained and submitted for possible analysis at five-foot intervals <br /> beginning at five feet bgs and continuing until groundwater is encountered. Samples will <br /> also be retained from soils having petroleum staining or odors and where major (silt to <br /> clay or clay to sand) lithological changes occur. Soil samples will be screened using a <br /> photo-ionization detector(PID)and reading recorded on the boring logs. <br />
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