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ARCHIVED REPORTS_XR0011978
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WILSON
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3500 - Local Oversight Program
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PR0545892
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ARCHIVED REPORTS_XR0011978
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Last modified
7/22/2020 2:53:37 PM
Creation date
7/22/2020 2:27:37 PM
Metadata
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EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011978
RECORD_ID
PR0545892
PE
3528
FACILITY_ID
FA0003601
FACILITY_NAME
ARCO STATION #826951*
STREET_NUMBER
130
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205-5561
APN
15502064
CURRENT_STATUS
02
SITE_LOCATION
130 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Monitoring wells will be constructed using threaded, factory-perforated and blank <br /> Schedule 40 PVC. The perforated interval consists of slotted casing, 0.01 or 0.02 inches <br /> wide by 1.5 inch long slots, with 42 slots per foot_ The screened interval will allow for <br /> seasonal fluctuation in water level and for monitoring floating product. A threaded PVC <br /> cap is secured to the bottom of the casing. The well casing is thoroughly washed and/or <br /> steam cleaned, or may be purchased as pre-cleaned, prior to completion. <br /> A filter pack of graded sand will be placed in the annular space between the AVC casing <br /> and the borehole wall. Sand will be added to the borehole through the hollow stem of the <br /> augers to provide a uniform filter pack around the casing and to stabilize the borehole. <br /> The sand pack will be placed to a maximum of 2 feet above the screens, followed by a <br /> minimum 1-foot seal consisting of bentonite pellets. <br /> Cement grout containing 5 percent bentonite will be placed above the bentonite seal to <br /> the ground surface. A concrete traffic-rated vault box will be installed over the <br /> monitoring wells. A watertight locking cap will be installed over the top of the well <br /> casing. Monitoring well elevations will be surveyed by a state-certified land surveyor to <br /> the nearest 0.01 vertical feet relative to mean sea level (MSL). Horizontal coordinates of <br /> the wells will also be obtained at the same time. <br /> ]Eauipment CleaTnin <br /> Sample bottles, caps, and septa used in sampling for volatile and semivolatile organics <br /> will be triple rinsed with high-purity deionized water. After being rinsed, sample bottles <br /> will be dried overnight at a temperature of 200°C. Sample caps and septa will be dried <br /> overnight at a temperature of 60°C. Sample bottles, caps, and septa will be protected <br /> from solvent contact between drying and actual use at the sampling site. Sampling <br /> containers will be used only once and discarded after analysis is complete. <br /> Plastic bottles and caps used in sampling for metals will be soaked overnight in a <br /> 1 percent nitric acid solution. Next, the bottles and caps will be triple rinsed with <br /> deionized water. Finally, the bottles and caps will be air dried before being used at the <br /> site. Plastic bottles and caps will be constructed of linear polyethylene or polypropylene. <br /> Sampling containers will be used only once and discarded after analysis is complete. <br /> Glass and plastic bottles used by Stratus to collect groundwater samples are supplied by <br /> the laboratory. <br /> Before the sampling event is started, equipment that will be placed in the well, or will <br /> come in contact with groundwater, will be disassembled and cleaned thoroughly with <br /> detergent water, and then steam cleaned with deionized water. Any parts that may absorb <br /> contaminants, such as plastic pump valves, etc., will be cleaned as described above or <br /> replaced. During field sampling, equipment surfaces that are placed in the well or contact <br /> groundwater will be steam cleaned with deionized water before the next well is purged or <br /> sampled. <br /> Appendix A Page 4 <br />
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