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WORK PLANS_PART 2 FILE 1
Environmental Health - Public
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WORK PLANS_PART 2 FILE 1
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Last modified
5/26/2020 2:29:55 PM
Creation date
5/26/2020 1:27:03 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
PART 2 FILE 1
RECORD_ID
PR0009015
PE
2960
FACILITY_ID
FA0004094
FACILITY_NAME
J R SIMPLOT (OCCIDENTAL CHEMICAL)
STREET_NUMBER
16777
STREET_NAME
HOWLAND
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19818005
CURRENT_STATUS
02
SITE_LOCATION
16777 HOWLAND RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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ARCADIS SOP: Groundwater Sampling Using HydroPunchTM 3 <br /> Rev.#: 01 1 Rev Date: March 3, 2009 <br /> • Drill casing or augers having an effective inside diameter of at least 1.25 inches(to be <br /> provided by drilling subcontractor) <br /> • Electronic water-level probe <br /> • Groundwater sample containers provided by the testing laboratory <br /> • Health and safety monitoring equipment and personal protective equipment <br /> • Materials for decontamination of the sampler between samples <br /> IV. Cautions <br /> Because the HydroPunchTM sampler is a groundwater sampling device, it must be <br /> used in saturated soils. Positive hydraulic head is required to fill the sampler, and the <br /> sampler may fill slowly or not at all at depths just below the water table. HydroPunchTM <br /> I and HydroPunchTM II in the"groundwater mode" cannot be used at sampling depths <br /> less than 5 feet below the water table. HydroPunchTA° II in the"hydrocarbon mode" is <br /> preferred for sampling at the water table. <br /> Some types of geologic materials may not allow effective use of the HydroPunchTM <br /> sampler, even at significant depth below the water table. For example, extremely <br /> dense soils or those containing cobbles or boulders may resist penetration of the <br /> sampler, precluding its use. Low permeability soil such as silt and clay may not <br /> produce groundwater at a sufficient rate to fill the HydroPunchTM sampler within a <br /> practicable timeframe. For these types of situations, an alternative approach should be <br /> considered, such as collecting a sample of saturated soil for analysis. <br /> Groundwater samples collected using HydroPunchTM should be considered screening- <br /> level data, suitable for obtaining a general understanding of groundwater quality and <br /> selecting depths for monitoring well screens. Samples obtained using HydroPunchTM <br /> are commonly more turbid than those produced from installed, developed monitoring <br /> wells. Higher turbidity could affect sample quality if samples are to be analyzed for <br /> sorptive analytes such as polychlorinated biphenyls(PCBs), polycyclic aromatic <br /> hydrocarbons(PAHs), pesticides or metals. For these types of analytes, unfiltered <br /> HydroPunchTM samples could produce concentrations that are higher than those of <br /> sediment-free aquifer water. Field or laboratory filtering of the samples obtained for <br /> these types of constituents should be considered. For less-sorptive analytes(volatile <br /> organic compounds, anions such as chloride, etc.), sample turbidity is unlikely to <br /> adversely impact the direct usability of unfiltered samples. <br /> g:%op-library4e(ormatted sops 2008\hydrogeology sops\398782-groundwater sampling using hydropunch doc <br />
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