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2900 - Site Mitigation Program
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PR0523785
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Last modified
5/28/2019 5:02:08 PM
Creation date
5/28/2019 4:55:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523785
PE
2965
FACILITY_ID
FA0016022
FACILITY_NAME
CHEROKEE FREIGHT LINES
STREET_NUMBER
5463
Direction
E
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
952151120
APN
08712143
CURRENT_STATUS
01
SITE_LOCATION
5463 E CHEROKEE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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3. Well Purging <br /> Monitoring wells will be purged prior to sampling to remove stagnant water from the <br /> well casing and filter pack using a bailer, centrifugal pump, or low-flow submersible <br /> pump. In most monitoring wells,the amount of water purged before sampling will be <br /> greater than or equal to three casing volumes. Samples will be collected as soon as the <br /> monitoring wells have recharged to a level sufficient for sample collection. If a <br /> monitoring well is evacuated to dryness after removing fewer than three casing volumes, <br /> the monitoring well will be allowed to recharge for up to 24 hours. The actual purge <br /> volume will be recorded on the field data sheet. If insufficient water has recharged after <br /> 24 hours, the monitoring well will be recorded as dry for the sampling event. <br /> Groundwater purged from the monitoring wells will be discharged onto the ground unless <br /> water quality results warrant discharge to onsite treatment facilities. Field measurements <br /> of pH, specific conductance, and temperature will be recorded on the field data sheet. <br /> The meter(s)used for measuring pH, specific conductance, and temperature will be <br /> calibrated each day before field activities are begun. Field meter calibrations will be <br /> recorded on the field data sheet. <br /> 4. Well Sampling <br /> All groundwater samples will be collected with either low-flow pump sampling <br /> techniques or a Teflon bailer. When samples for Total Trihalomethanes (TTHMs) are <br /> collected,the flow of groundwater will be regulated to minimize turbulence and aeration. <br /> Glass Volatile Organic Analysis (VOA) bottles of at least 40 milliliters volume and fitted <br /> with Teflon-lined septa will be used in sampling for TTHMs. The VOAs will be filled <br /> completely to prevent air from remaining in the bottle. A positive meniscus will form <br /> when the bottle is completely full. A convex Teflon septum will be placed over the <br /> positive meniscus to eliminate air. After the bottle is capped, it will be inverted and <br /> tapped to verify that it does not contain air bubbles. <br /> The sample containers for other parameters will be filled, filtered as required, and <br /> capped. Required analytes, appropriate bottle types, and sample volumes are presented in <br /> Table 1. <br /> When required, dissolved metals samples will be collected using appropriate field <br /> filtration techniques. The sample will be filtered by emptying the contents of the Teflon <br /> bailer into a pressure transfer vessel. .A disposable 0.45-micron acrylic copolymer filter <br /> will be threaded onto the transfer vessel at the discharge point, and the vessel will be <br /> sealed. Pressure will be applied to the vessel with a hand pump and the filtrate will be <br /> directed into the appropriate containers. If aperistaltic pump is used to filter samples, a <br /> new hose will be used for each sample. Similarly, each filter will be used once and <br /> discarded. <br /> Project Workplan A-2 SA1433 <br /> July 30,2004 n:\sa01433\gwmwiwp\workp1an.doc <br />
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