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ARCHIVED REPORTS_XR0011605
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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HARLAN
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16500
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3500 - Local Oversight Program
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PR0545275
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ARCHIVED REPORTS_XR0011605
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Last modified
2/3/2020 2:33:53 PM
Creation date
2/3/2020 12:50:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011605
RECORD_ID
PR0545275
PE
3528
FACILITY_ID
FA0005678
FACILITY_NAME
LATHROP SHELL
STREET_NUMBER
16500
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
LATHROP
Zip
95330
CURRENT_STATUS
02
SITE_LOCATION
16500 S HARLAN RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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FIELD PROCEDURES <br /> r` FOR <br /> GROUNDWATER MONITORING DEVELOPMENT AND SAMPLING <br /> Groundwater Monitoring Well Development <br /> The groundwater monitoring wells were developed to consolidate and stabilize the filter pack <br /> to optimize well production and reduce the turbidity of subsequent groundwater samples. <br /> Well development was accomplished by using a disposable bailer to evacuate the water and <br /> sediments before establishing the bentonite seal during well construction. Development <br /> continued until the groundwater was relatively free of sediment. Well development fluids <br /> were placed into properly-labeled Department of Transportation approved drums for <br /> disposal. <br /> Groundwater Level Measurement <br /> Before groundwater sampling activities, the groundwater level in each well was measured <br /> from the permanent survey reference point on top of the well casing. Groundwater in each <br /> well was monitored for free-floating product or sheen. The depth to groundwater was <br /> measured to an accuracy of 0.01 foot from the top of the polyvinyl chloride well casing using <br /> an electronic sounder. <br /> Groundwater Monitoring Well Sampling <br /> The wells were purged of 3 casing volumes and the above parameters stabilized before <br /> sample collection. Purging was accomplished using am above ground duel-diaphragm pump <br /> equipped with disposal tubing, which was replaced between each well development to <br /> prevent cross-contamination. <br /> The groundwater samples were collected using a disposable bailer, and carefully transferred <br /> into appropriate clean, glass, laboratory-supplied containers. The sampling technician wore <br /> nitrile gloves at all times during purging and well sampling. The samples were clearly <br /> labeled with well number, site identification, date and time of collection, and sampler's <br /> initials, and transported in an iced cooler to a state-certified laboratory following preservation <br /> and chain of custody protocol. <br /> Hydraulic Conductivity Testing <br /> Hydraulic conductivity testing was performed prior to groundwater sampling activities by <br /> evacuating groundwater from each well to the greatest extent practicable using a Grundfos 2- <br /> inch-diameter submersible electric pump. Before each use, the submersible pump was <br /> decontaminated by immersion in and pumping of a water and Liquinox solution followed by <br /> a rinse of tap water and deionized water. After well evacuation, the pump was shut off and <br /> the water level was measured using an electronic depth to water meter at 15 to 30 second <br /> intervals until the water level recovered to within 80 percent of the static water level prior to <br /> pumping. <br />
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