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WORK PLANS_FILE 1
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3500 - Local Oversight Program
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PR0545252
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WORK PLANS_FILE 1
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Last modified
1/31/2020 12:11:07 PM
Creation date
1/31/2020 11:05:44 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0545252
PE
3528
FACILITY_ID
FA0002232
FACILITY_NAME
QUIK STOP MARKET #3132*
STREET_NUMBER
3555
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
071-180-20
CURRENT_STATUS
02
SITE_LOCATION
3555 W HAMMER LN
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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I <br /> i r� <br /> Workp`rrlFor Additional Assessment and FeasL)y Study <br /> Quik Stop Market No. 132 <br /> 3555 West Hammer Lane <br /> Stockton, California <br /> The soil borings will be advanced to depths of between 10 feet to 30 feet below ground surface <br /> (bgs). Groundwater is anticipated at depths ranging from approximately 10 to 17 feet bgs in the <br /> upper aquifer and 24 to 29 feet bgs in the lower aquifer. The soil borings will be terminated at <br /> i <br /> depths sufficient to collect groundwater samples. All soil borings will be backfilled to the surface <br /> with neat cement slurry after sampling is completed. Backfilling will be completed under the <br /> supervision of a San Joaquin County Public Health Services Inspector. The borings adjacent to <br /> the existing wells will not be logged, however, the boring east of Boring SB3 will be logged in <br /> accordance with the Unified Soil Classification System (USCS) by an ATC geologist under the <br /> supervision of a California Registered Geologist. <br /> The boring east of Boring SB3 will be cored continuously. Soil cores will be obtained by pushing <br /> a Geoprobe r" sampler with liners into the subsurface. Samples will be screened using a <br /> photoionization detector (PID). Based on the PID readings, a section of the liner will be cut out <br /> at the selected sampling depth for submittal to a certified analytical laboratory. If the PID shows <br /> only low readings, a soil sample will be collected just above the groundwater table. The ends of <br /> the tubes containing the soil to be tested will be covered with Teflon 7" capped with plastic end- <br /> caps, and placed in sealable plastic bags. The soil sample(s) will be labeled and transferred to a <br /> California Certified analytical laboratory using proper chain-of-custody protocol. <br /> Shallow groundwater samples will be collected from each boring by either installing a temporary <br /> well to a depth of approximately 12 feet bgs (using ten feet of slotted polyvinyl chloride (PVC) <br /> screen and bailing a grab sample through the temporary casing), or by use of a HydropunchTM <br /> tool, or equivalent. Water samples will be collected from the borings at the water table. In the <br /> boring east of Boring SB3, a groundwater sample will also obtained from the lower local aquifer. <br /> In order to obtain a groundwater sample from the lower aquifer, an additional borehole may be <br /> drilled approximately 2 feet away from the original boring using smaller diameter rods. A depth <br /> discrete groundwater sample from the lower aquifer will be collected using a HydropunchTM tool, <br /> or equivalent. The samples will be properly labeled and placed in a cooler with ice, and <br /> transferred to a California Certified analytical laboratory using proper chain-of-custody protocol. <br /> A state-certified laboratory will analyze the soil and groundwater samples for the following: <br /> • Total petroleum hydrocarbon (TPH) as gasoline (TPH-G) using USEPA Method 8015 <br /> (modified) <br /> • Benzene, toluene, ethylbenzene, and xylenes [BTEX] and methyl tert-butyl ether [MTBE] <br /> using USEPA Method 8020 <br /> 3 <br /> i <br />
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