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GRANT LINE
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2900 - Site Mitigation Program
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PR0542420
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Entry Properties
Last modified
1/23/2020 9:30:57 AM
Creation date
1/23/2020 9:25:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0542420
PE
2960
FACILITY_ID
FA0024376
FACILITY_NAME
FORMER CHEVRON 98632
STREET_NUMBER
575
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
575 W GRANT LINE RD
P_LOCATION
03
QC Status
Approved
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EHD - Public
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ATTACHMENT B <br /> FIELD AND LABORATORY PROCEDURES <br /> Chevron 9-8632, 575 Grant Line Road, Tracy, CA <br /> in the deep borings . A grade of sand appropriate to the screen size will be placed in the <br /> annular space across the entire screened interval, and will extend approximately 2 feet above <br /> the top of the screen for each well . A bentonite seal will extend one to two feet above the <br /> sand pack. The monitoring wells will be completed with neat cement from the bentonite seal <br /> to ground surface. The well casings will be topped with a locking cap . The well heads will be <br /> contained in watertight well boxes, either traffic rated and flush mounted or in a "stove-pipe" <br /> arrangement. The boring logs will show well construction details. The wells will be <br /> developed after completion by pumping or bailing water from each well until the water is <br /> visibly clear, the wells go dry, or until a maximum of ten casing volumes have been removed. <br /> Soil Sampling for Stockpiled Soil <br /> Soil samples will be collected by advancing a 2-inch diameter brass sample liner into the soil <br /> stockpile, after removing approximately 6-inches to 1 -foot of surface material in the sample <br /> location. One composite sample will be collected per approximately 100 cubic yards of soil. <br /> Soil samples for chemical analysis will be retained in the brass liners, labeled, and capped <br /> with Teflon sheets and plastic end caps. The samples will then be sealed in zip-lock bags, <br /> placed on ice, and transported to the laboratory accompanied by the appropriate chain-of- <br /> custody documentation. <br /> Laboratory Procedures for Soil and Groundwater Samples <br /> Selected soil and groundwater samples will be analyzed for the presence of total petroleum <br /> hydrocarbons quantified as gasoline (TPHg), total petroleum hydrocarbons quantified as <br /> diesel (TPHd), and methanol using modified EPA Method 8015 , and benzene, toluene, <br /> ethylbenzene, xylenes (BTEX), methyl tertiary butyl ether (MtBE), tertiary butanol (TBA), di- <br /> isopropyl ether �DIPE), ethyl terkiary-butyl ether, tertiary-amyl methyl ether (TAME), <br /> 1 ,2-dichloroethane ( 1 ,2-DCA), 1 ,2-dibromoethane (EDB), and ethanol by EPA Method 8260. <br /> Soil Cuttings and Rinsate Water <br /> Soil cuttings generated during drilling operations will be temporarily stored onsite and <br /> covered with plastic sheeting pending characterization and disposal. Soil cuttings will be <br /> removed by Chevron's disposal contractor to an appropriate disposal facility. Water generated <br /> during steam cleaning will be temporarily stored in DOT-approved 55-gallon drums pending <br /> transport by Chevron' s disposal contractor to an appropriate disposal or treatment facility. <br /> Soil cuttings and rinsate water drums will be temporarily stored onsite for approximately 4 to <br /> 8 weeks. <br />
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