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ARCHIVED REPORTS XR0001633
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544513
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ARCHIVED REPORTS XR0001633
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Entry Properties
Last modified
6/14/2019 12:12:22 PM
Creation date
6/14/2019 10:49:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001633
RECORD_ID
PR0544513
PE
3528
FACILITY_ID
FA0024115
FACILITY_NAME
WEST CLAY PROPERTY
STREET_NUMBER
639
Direction
W
STREET_NAME
CLAY
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14707110
CURRENT_STATUS
02
SITE_LOCATION
639 W CLAY ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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kTj KLEIN FELDER <br /> 3 The volume of water standing in the well is calculated by subtracting the depth-to-water <br /> measurement from the depth of the well and multiplying by the appropriate conversion <br /> factor(3 14 *radius 2) <br /> 4 Three to five well volumes of water are purged from each well using a submersible <br /> pump, bladder pump, or Teflon bailer <br /> 5 Physical parameters (pH, electrical conductivity, and temperature) are monitored for <br /> stability during purging The physical parameter measurements are recorded on purge- <br /> and-sample logs, along with the time and volume of water purged at each measurement <br /> 6 Samples are collected with a disposable bailer or bladder pump into appropriately <br /> prepared bottles provided by the analytical laboratory <br /> 7 Samples for metals analysis are usually filtered in the field at the time of collection <br /> 8 Samples are immediately labeled and placed in an iced sample container At the end of <br /> the day, the samples are delivered to the analytical laboratory under chain-of-custody <br /> control Sample handling is described in more detain in Section A-2 4 <br /> • A-5 0 COLLECTION HYDROPUNCH 0 GROUNDWMER,SA,1 PLES <br /> One-time groundwater samples are collected using a Hydropunch IIe, which is an in situ <br /> groundwater sampling device The borings will be advanced to a depth equivalent to the bottom <br /> of the capillary fringe A stainless steel drive tip equipped with a filter is lowered into the borings <br /> at the end of a 2 5-mch diameter galvanized steel pipe and pushed using the drill rig <br /> approximately 3 to 5 feet into the soil/aquifer formation at the bottom of the boring A thoroughly <br /> decontaminated bailer can then be lowered down the center of the Hydropunch II® <br /> casing to obtain a sample of groundwater (which has entered the Hydropunch II® due to <br /> hydrostatic pressure) <br /> To reduce the potential of introducing contaminants into the samples, the drive tip, galvanized <br /> pipe, and other equipment used for sample collection are steam cleaned and/or washed with <br /> trisodium phosphate (TSP) solution and rinsed with distilled water prior to use The sample tips <br /> and filters are not retrievable New O-rings,tips, and screens are used for each sample <br /> ETH and WC/94 <br /> Copyright 1994 Kleinfelder Inc Page 5 of 5 <br />
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