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ARCHIVED REPORTS XR0001368
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0536618
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ARCHIVED REPORTS XR0001368
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Last modified
3/4/2019 12:06:22 PM
Creation date
3/4/2019 8:25:11 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001368
RECORD_ID
PR0536618
PE
2960
FACILITY_ID
FA0021026
FACILITY_NAME
STOCKTON CHARTER WAY COMMON PLUME
STREET_NUMBER
440
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16503003
CURRENT_STATUS
01
SITE_LOCATION
440 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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WNg
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EHD - Public
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i <br /> to NOiI <br /> and the thickness of the product visually measured and documented on the Well <br /> Gauging Form. <br /> • When the interface probe contact liquid, the visual/audible alarm on the reel will be <br /> activated An oscillating alarm indicates water, a continuous alarm indicates <br /> hydrocarbon' To determine the exact thickness of a hydrocarbon layer, the probe <br /> should be slowly lowered to the air/hydrocarbon interlace until the alarm is activated. <br /> With the probe at the exact point where the alarm comes on, read the numbers on the <br /> tape to determine the distance from the top of casing elevation mark Next, lower the <br /> probe through the hydrocarbon layer and well into the water. An oscillating alarm will be <br /> obtained The probe alarm changes from oscillating to continuous The thickness of the <br /> hydrocarbon layer is determined by subtracting the first reading from the second reading <br /> Record the calculated value on the Well Gauging Form and Groundwater Sampling <br /> Form <br /> The process described Frere is equipment specific Follow the procedures applicable for your monitoring equipment, <br /> Groundwater Sampling <br /> Groundwater samples will be collected from selected groundwater monitoring wells to provide <br /> data which will be statistically representative of local groundwater conditions at the site <br /> Groundwater samples will be collected as follows <br /> • All measuring and sampling equipment will be decontaminated prior to sample collection <br /> from each well and documented on the Groundwater Sampling Form <br /> • Prior to sampling activity, the water level in the well will be measured and the minimum <br /> purge volume of each well will be calculated using the purge volume calculation portion <br /> of the Groundwater Sampling Form A minimum of three casing volumes will be purged <br /> prior to sample collection The actual total volume purged will be recorded on <br /> Groundwater Sampling Form <br /> • Prior to sampling, a submersible pump, centrifugal pump, peristaltic pump, or a Teflon or <br /> stainless steel bailer will be used to purge a minimum of three casing volumes from each <br /> well. Purge volumes will be estimated using a flow meter of a stopwatch and a bucket to <br /> estimate flow rate, from which a time to purge the required volume will be calculated <br /> The pump will be lowered to a depth of two to three feet from bottom of the well. When <br /> bailers are used for purging, the bailer should be gently lowered into the water and <br /> allowed to fill, then removed Purged water may be placed into 5-gallon buckets to <br /> determine the volume of groundwater removed. Care should be taken to not agitate the <br /> water which could release volatile organics <br /> • Whenever possible, groundwater parameters pH, temperature (in degrees Celsius [CJ), <br /> specific conductance (in micromhos per centimeters squared [umhos]), and turbidity (in <br /> National Turbidity Units [NTU]) will be monitored and recorded on the Groundwater <br /> Sampling Form. <br /> • If a well is purged dry before three casing volumes have been removed, the sample will <br /> be taken after the well has recovered to at least 84 percent of the static water level prior <br /> to purging or after 4 hours when sufficient water volume is available to meet analytical <br /> requirements, whichever comes first. Reasonable efforts will be made to avoid <br /> dewatering wells by using low-yield pumps as necessary. <br /> • Water samples will be collected with a stainless steel or Teflon bailer. To reduce <br />. potential cross contamination, sampling should take place in order from least to most <br /> - <br /> - <br />
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