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2537
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3500 - Local Oversight Program
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PR0545857
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Last modified
7/15/2020 4:18:32 PM
Creation date
7/15/2020 2:44:42 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545857
PE
3528
FACILITY_ID
FA0005147
FACILITY_NAME
E-Z FOOD
STREET_NUMBER
2537
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
11914035
CURRENT_STATUS
02
SITE_LOCATION
2537 WATERLOO RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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typically set 1/2-inch above grade to minimize surface water from entering the vault. In areas that may be <br /> plowed for snow removal, the vault is set flush with the surface to prevent damage to the vault by a <br /> snowplow. <br /> After completion,the well is thoroughly developed to remove residual drilling materials from the wellbore, <br /> and to improve well performance by removing fine material from the filter pack that may pass into the well. <br /> Well development techniques used may include pumping, surging, bailing, swabbing,jetting, flushing and <br /> airlifting. All development water is collected either in drums or tanks for temporary storage and is properly <br /> disposed of depending on laboratory analytical results. To minimize the potential for cross-contamination <br /> between wells, all development equipment is either steam cleaned or properly washed prior to use. At the <br /> request of the client, and approval of the regulatory agency,the well may be developed before placement of <br /> the bentonite plug and annular seal. <br /> Soil Cuttings from Drilling Operations <br /> Soil generated during drilling operations will be placed in DOT rated 55-gallon drums and stored on-site. <br /> The soil will remain on-site until the proper method for disposal is assessed. <br /> Sampling Soil Cuttings <br /> Sampling of the soil cuttings is performed under the direction of a registered geologist or civil engineer. <br /> Prior to collecting soil samples,Delta personnel will measure and calculate the volume of soil in the drums. <br /> Soil samples are typically collected from 0.5 to two feet below the surface of the drum. In some instances, <br /> two to four soil samples may be collected from each sampling interval and composited into one prior to <br /> laboratory analysis. The soil samples are collected in cleaned, brass or stainless tubes of varying diameter <br /> and lengths (typically two x six inches) or other appropriately cleaned sample containers. A hand-driven <br /> sampler holding the sample container may be used. To reduce the potential for cross-contamination <br /> between samples, the sampler is cleaned between each sampling event. Upon recovery, the sample <br /> container is sealed to minimize the potential of volatilization and cross-contamination prior to chemical <br /> analysis. Soil sampling tubes are typically closed at each end with Teflon sheeting and plastic caps. The <br /> soil sample is collected, labeled and handled according to the Quality Assurance Plan. <br /> Ground Water and Liquid-Phase Petroleum Hydrocarbon Depth Assessment <br /> A water/hydrocarbon interface probe is used to assess the liquid-phase petroleum hydrocarbon (LPH) <br /> thickness, if present. A water level indicator is used to measure the ground water depth in monitoring wells <br /> 5 <br />
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