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3500 - Local Oversight Program
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PR0545613
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Last modified
4/27/2020 3:39:03 PM
Creation date
4/27/2020 3:33:10 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545613
PE
3528
FACILITY_ID
FA0005466
FACILITY_NAME
LOPEZ, PAM
STREET_NUMBER
26500
STREET_NAME
NOWELL
STREET_TYPE
RD
City
THORNTON
Zip
95686
CURRENT_STATUS
02
SITE_LOCATION
26500 NOWELL RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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. SOP 2 - HYDROPUNCH/WELLPOINT GROUNDWATER SAMPLING <br /> Groundwater sampling for contaminant screening will be accomplished with a 2-inch diameter <br /> wellpoint or a Hydropunch H groundwater sampler. Prior to each sampling attempt, the <br /> Hydropunch/wellpoint will be disassembled, steam cleaned or washed in a solution of water <br /> and laboratory grade detergent, rinsed, and reassembled. Other decontamination procedures <br /> will be conducted in accordance with Equipment Decontamination. <br /> A pilot hole, consisting of an augered bore hole, will be advanced to within two feet of the <br /> desired sampling depth prior to driving or pushing the Hydropunch/wellpoint below the open <br /> bottom of the hollow-stem auger into the saturated formation. At the desired sampling <br /> location, the Hydropunch protective sleeve will be retracted approximately 1.0 to 4.0 feet and <br /> groundwater allowed to fill the disposable 1-inch diameter PVC well screen. A water sample <br /> will then be collected using a stainless steel bailer. If a wellpoint is used, the screen and <br /> point will be attached to a 2-inch diameter stainless steel well screen and allowed to fill with <br /> groundwater. A water sample will be obtained using a clean bailer and the well point will be <br /> withdrawn from the hole. If a Hydropunch is used, the protective sleeve assembly will be <br /> retrieved while the PVC screen and tip remain in the boring. At the conclusion of <br /> groundwater sampling, each bore hole will be backfilled to grade, or to an appropriate depth <br /> slightly below grade (depending on existing surface conditions and site use), with a neat <br /> cement grout. <br /> Wadipl=SOF%-0740DW8-tea,=►mss SOP 2 -1 <br /> &Associates <br />
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