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2900 - Site Mitigation Program
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PR0542420
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Last modified
1/23/2020 9:31:11 AM
Creation date
1/23/2020 9:23:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0542420
PE
2960
FACILITY_ID
FA0024376
FACILITY_NAME
FORMER CHEVRON 98632
STREET_NUMBER
575
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
575 W GRANT LINE RD
P_LOCATION
03
QC Status
Approved
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EHD - Public
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Conestoga-Rovers & Associates <br /> Well Development <br /> Welts are generally developed using a combination of groundwater surging and extraction. Surging <br /> agitates the groundwater and dislodges fine sediments from the sand pack. After about ten minutes of <br /> surging, groundwater is extracted from the well using bailing, pumping and/or reverse air-lifting through <br /> an eductor pipe to remove the sediments from the well. Surging and extraction continue until at least ten <br /> well-casing volumes of groundwater are extracted and the sediment volume in the groundwater is <br /> negligible. This process usually occurs prior to installing the sanitary surface seal to ensure sand pack <br /> stabilization. If development occurs after surface seal installation, then development occurs 24 to 72 <br /> hours after seal installation to ensure that the Portland cement has set up correctly. <br /> All equipment is steam-cleaned prior to use and air used for air-lifting is filtered to prevent oil entrained <br /> in the compressed air from entering the well. Wells that are developed using air-lift evacuation are not <br /> sampled until at least 24 hours after they are developed. - <br /> Groundwater Sampling <br /> Depending on local regulatory guidelines, three to four well-casing volumes of groundwater are purged <br /> prior to sampling. Purging continues until groundwater pH, conductivity, and temperature have <br /> stabilized. Groundwater samples are collected using bailers or pumps and are decanted into the <br /> appropriate containers supplied by the analytic laboratory. Samples are labeled, placed in protective - <br /> foam sleeves, stored on crushed ice at or below 4°C, and transported under chain-of-custody to the <br /> laboratory. Laboratory-supplied trip blanks accompany the samples and are analyzed to check for cross- <br /> contamination. An equipment blank may be analyzed if non-dedicated sampling equipment is used. <br /> Waste Handling and Disposal <br /> �oii cuttings from drilling activities are usually stockpiled onsite and covered by plastic sheeting. At <br /> least three individual soil samples are collected from the stockpiles and composited at the analytic <br /> laboratory._Me_composite-sample_izanatyzedSorihe same-constituemsanalyzed-in-the-borehol"amples=in addition to any analytes required by the receiving disposal facility. Soil cuttings are transported by <br /> licensed waste haulers and disposed in secure, licensed facilities based on the composite analytic results. <br /> Groundwater removed during development and sampling is typically stored onsite in sealed 55-gallon <br /> drums. Each drum is labeled with the drum number, date of generation, suspected contents, generator - <br /> identification and consultant contact. Upon receipt of analytic results, the water is either pumped out <br /> using a vacuum truck for transport to a licensed waste treatment/disposal facility or the individual drums <br /> are picked up and transported to the waste facility where the drum contents are removed and <br /> appropriately disposed. <br /> 1ARncklin.PubliclProccft= & SOMSB & MW InstallationAm <br /> Page 3 of 3 <br />
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