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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0526855
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Last modified
2/12/2019 9:57:06 AM
Creation date
2/12/2019 9:46:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0526855
PE
2957
FACILITY_ID
FA0018187
FACILITY_NAME
COMANCHE DAM POWERHOUSE
STREET_NUMBER
23900
Direction
E
STREET_NAME
BUENA VISTA
STREET_TYPE
RD
City
CLEMENTS
Zip
95227
APN
02301001
CURRENT_STATUS
01
SITE_LOCATION
23900 E BUENA VISTA RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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CAMBRIA <br /> Well Development <br /> Wells are generally developed using a combination of groundwater surging and extraction. <br /> Surging agitates the groundwater and dislodges fine sediments from the sand pack. After about <br /> ten minutes of surging, groundwater is extracted from the well using bailing, pumping and/or <br /> reverse air-lifting through an eductor pipe to remove the sediments from the well. Surging and <br /> — extraction continueuntil at least ten well-casing volumes of groundwater are extracted and the <br /> sediment volume in the groundwater is negligible. This process usually occurs prior to installing <br /> the sanitary surface seal to ensure sand pack stabilization. If development occurs after surface <br /> seal installation,then development occurs 24 to 72 hours after seal installation to ensure that the <br /> 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 <br /> entrained in the compressed air from entering the well. Wells that are developed using air-lift <br /> evacuation are not 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 <br /> purged prior to sampling. Purging continues until groundwater pH,conductivity,and temperature <br /> have stabilized. Groundwater samples are collected using bailers or pumps and are decanted into <br /> the appropriate containers supplied by the analytic laboratory. Samples are labeled, placed in <br /> protective foam sleeves, stored on crushed ice at or below 4°C, and transported under chain-of- <br /> custody to the laboratory. Laboratory-supplied trip blanks accompany the samples and are <br /> analyzed to check for cross-contamination. An equipment blank may be analyzed if non- <br /> dedicated sampling equipment is used. <br /> Waste Handling and Disposal <br /> Soil cuttings from drilling activities are usually stockpiled onsite and.covered by plastic sheeting. <br /> At least three individual soil samples are collected from the stockpiles and composited at the <br /> analytic laboratory. The composite sample is analyzed for the same constituents analyzed in the <br /> borehole samples in addition to any analytes required by the receiving disposal facility. Soil <br /> cuttings are transported by licensed waste haulers and disposed in secure, licensed facilities based <br /> on the composite analytic results. <br /> Groundwater removed during development and sampling is typically stored onsite in sealed 55- <br /> gallon drums. Each drum is labeled with the drum number, date of generation, suspected <br /> contents, generator identification and consultant contact. Upon receipt of analytic results, the <br /> water is either pumped out using a vacuum truck for transport to a licensed waste <br /> treatment/disposal facility or the individual drums are picked up and transported to the waste <br /> facility where the drum contents are removed and appropriately disposed. <br /> HA-MGT IR Group Info\.SOPs\GW Installation1doc <br /> Page 3 of 3 <br />
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