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ARCHIVED REPORTS_XR0008578
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545857
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ARCHIVED REPORTS_XR0008578
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Last modified
7/15/2020 9:01:04 PM
Creation date
7/15/2020 3:02:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008578
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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METHODS AND PROCEDURES <br /> Health and Safety Plan <br /> Field work performed by Delta and Delta's subcontractors at the site is conducted according to <br /> guidelines established in a Site Health and Safety Plan (SHSP) The SHSP is a document which <br /> describes the hazards that may be encountered in the field and specifies protective equipment, work <br /> procedures, and emergency information A copy of the SHSP is at the site and available for reference <br /> by appropriate parties during work at the site <br /> Locating Underground Utilities <br /> Prior to commencement of work on-site, Delta researches the location of all underground utilities with <br /> the assistance of Underground Service Alert (USA) USA contacts the owners of the various utilities in <br /> the vicinity of the site to have the utility owners mark the locations of their underground utshties Work <br /> associated with the boring and monitoring well installation is preceded by manual hand augering to a <br /> mvmmum depth of 5 feet below surface grade(bsg)to avoid contact with underground utilities <br /> Soil Sampling and Contamination Reduction <br /> Soil borings and soil sampling are performed under the direction of a Delta geologist The soil borings <br /> are advanced using a truck-mounted drill ng <br /> To reduce the chances of cross-contamunation between boreholes, all downhole drilling equipment are <br /> steam-cleaned between each boring To reduce cross-contamination between samples, the barrel <br /> sampler is washed to a soap solution and double-rinsed between each sampling event <br /> Upon recovery, a portion of the soil sample is placed into a plastic bag and sealed for later screening <br /> with a photosomzation detector(PID) Another portion of the soil sample is used for classification and <br /> description That part of the soil sample collected in the leading brass tube within the Cahfomma-type <br /> sampler is stored at approximately 4°C for transport to the laboratory <br /> Soil Classification <br /> As the samples are obtained to the field, they are classified by the geologist in accordance with the <br /> Unified Soil Classification System, Visual/Manual Method (USCS) Representative portions of the <br /> samples are then be retained for further examination and for venfication of the field classification Logs <br /> of the bonngs indicating the depth and identification of the various strata, the N value, and pertinent <br /> information regarding the method of maintaimng and advancing the borehole are made <br /> Soil Sample Screenin hNu Portable Photoionization Detector Method <br /> After the soil sample plastic bags have been brought to ambient temperature, the headspacc vapors of <br /> the soil sample in the bag are screened with a PID equipped with a 10 2 eV lamp The sample comer of <br /> the bag will be opened and the detector probe immediately placed within the headspace The lughest <br /> observed readings are recorded <br /> Monitoring Well Gravel Pack and Slot Size Selection <br /> The gravel pack is selected such that it will permit the development of a zone of higher hydraulic <br /> conductivity adjacent to the well screen but will reduce piping of the finer-grained formation materials <br /> into the well The slot size of the well screen is selected such that it will retain a minimum of 95 percent <br /> of the gravel pack material <br /> Monitoring Well Development <br /> After monitoring wells are installed, each monitoring well is be developed with a surge block and bailer <br /> (or pump) until the water produced is relatively sediment-free and until the conductivity, pH, and <br /> temperature stabilize if the well is pumped dry during the development process, recharge rates will be <br />
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