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PR0544801
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Last modified
11/19/2024 10:20:02 AM
Creation date
9/4/2019 10:49:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544801
PE
3528
FACILITY_ID
FA0003210
FACILITY_NAME
TEXACO TRUCK STOP
STREET_NUMBER
7500
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95378
APN
25015018
CURRENT_STATUS
02
SITE_LOCATION
7500 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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+� Work Plan for Extended Site Checterization: 7500 West Eleventh Street, Tracy, CA.d Page 10 <br /> �. open-stem auger, drilling rig operated by a drilling contractor holding a C57 license issued <br /> by the California Contractors State License Board. A California-licensed geotechnical <br /> engineer will log the borings. The well casings will be 2-in. diameter PVC with 0.02-in., <br /> �.. machine cut screen slots. These and other details of the well construction will be as shown <br /> either on Figure 7 or 8, depending upon the design of the screened interval of the specific <br /> well type to be installed. <br /> While the borings for the proposed monitoring wells are being drilled, the drilling equipment <br /> will be used to recover soil samples in clean, brass tubes from a depth of 5 ft. in each hole - <br /> •- and at 5-ft. intervals thereafter, to the bottom of the boring. However, the engineer may direct <br /> additional or alternate samples to be obtained if the conditions revealed by the boring <br /> indicate such to be appropriate. <br /> Following sample recovery, each sample tube will be cleaned externally, its ends covered <br /> with Teflon foil and closed with tightly fitting plastic caps secured with adhesive-less tape. <br /> Each sample tube will then be labeled for identification, entered into chain-of-custody <br /> control and packed on chemical ice for transport to Chromalab's laboratory within 24 hours. <br /> In the case of the small-diameter exploratory boring PP-15, proposed to be drilled along the <br /> west side of Chrisman Road to the north of West Eleventh Street, a 0.5-in. push probe will be <br /> mounted on the drilling rig and used to advance the boring into the subsurface. Soil samples <br /> will be recovered from the probe hole at approximate 4-ft. intervals using a 4-ft long, split- <br /> spoon sampling tool with a t/z-inch diameter Teflon liner. <br /> Each soil sample submitted to the laboratory will be analyzed for the following suite of <br /> analytes. <br /> Anal3qe Method of Analysis <br /> Total Petroleum Hydrocarbons EPA Method 5030/8015 <br /> (quantified as Diesel) <br /> jW Total Petroleum Hydrocarbons EPA Method 8020A/8015 <br /> (quantified as Gasoline) <br /> ,r Benzene EPA Method 8020 <br /> Toluene EPA Method 8020 <br /> Ethyl benzene EPA Method 8020 <br /> Total Xylene Isomers EPA Method 8020 <br /> Note. The grab sample of groundwater recovered from push-probe boring PP-15 will be <br /> analyzed for methyl-tertiary butyl ether(MTBE) as well as the suite of analytes listed above. <br /> sic <br />
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