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3500 - Local Oversight Program
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PR0545195
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Last modified
1/23/2020 11:57:15 AM
Creation date
1/23/2020 11:44:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545195
PE
3528
FACILITY_ID
FA0002915
FACILITY_NAME
TRACY MARKET INC
STREET_NUMBER
15
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21435004
CURRENT_STATUS
02
SITE_LOCATION
15 E GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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R <br /> "VO) <br /> A S S O C I A T E S I N C <br /> field screened with a Photo Ionization Detection (PID) and one soil sample_ p from each of , <br /> the borings will be submitted for laboratory analysis. Soil sample selection will be based on PID <br /> measurements and field observations (i.e. odor and soil discoloration). <br /> One groundwater sample will be collected from each boring at the depth groundwater is first <br /> I <br /> encountered anticipated to be approximately 6 feet b s. A Geo robe® Screen Point 15 <br /> Groundwater Sampler will be threaded onto the leading end of the Geoprobe® when the <br /> groundwater is encountered. While the sampler is advanced, O-ring seals and an expendable <br /> drive point will provide a watertight system to ensure sample integrity. <br /> When the tool has been advanced to the desired depth, extension rods will be sent downhole to <br /> brace the bottom of the sample screen as the tool casing is retracted. . When the casing is <br /> retracted, up to 41-inches of screen with slot sizes of 0.004 inches will be exposed. Teflon <br /> tubing with a check valve attached to one end will be inserted down the casing until it is <br /> immersed in groundwater. Water will then be pumped through the tubing and to the ground j <br /> surface by oscillating the tubing up and down. <br /> Following soil and groundwater sample collection, the borings will be backfilled with neat <br /> cement grout to the ground surface. Drill cuttings, if any, will be stored on-site in a 5-gallon <br /> container pending laboratory results. <br /> Sample Analysis <br /> The selected soil and groundwater samples from the CPT and Geoprobe9 borings will be <br /> immediately placed in a cooler with ice and delivered under chain-of-custody documentation to a <br /> State-certified analytical laboratory. Soil samples will be analyzed for TPHg by EPA Method <br /> 801513; benzene, toluene, ethyl-benzene, and xylenes (BTEX) by EPA Method 802113; and <br /> MTBE, tertiary-amyl-methyl ether (TAME), 1,2-dibromoethane (EDB), 1,2-dichloroethane 1,2- <br /> DCA), di-isopropyl ether (DIPE), ethyl-tertiary-butyl ether (ETBE), tertiary-butanol (TBA), <br /> ethanol (etOH), and methanol (meOH) by EPA Method 8260B. <br /> i <br /> Summary Report Preparation <br /> Upon completion of the soil boring installation, a Summary Report will be prepared and will <br /> include a description of site activities and an assessment of the extent and impact of the residual <br /> hydrocarbons. <br /> All work described in this workplan will be performed under the direction of a California <br /> Registered Geologist or Professional Engineer. All work will be performed in accordance with <br /> ATC's Site-specific Health and Safety Plan (HASP) contained in Attachment. 1 and Quality <br /> Control/Quality Assurance Plan contained in Attachment 2. <br /> y <br /> I <br /> s:\enviromental\25847\37\reports\wkp.doc 4 <br /> i <br /> �j r <br />
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