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PR0506613
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Last modified
7/3/2019 5:31:52 PM
Creation date
7/3/2019 3:20:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0506613
PE
2960
FACILITY_ID
FA0007540
FACILITY_NAME
VERNALIS DEHYDRATOR STATION
STREET_NUMBER
1688
STREET_NAME
DURHAM FERRY
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
1688 DURHAM FERRY RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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Harding Lawson Associates <br /> Field Procedures <br /> INTRODUCTION: In coordination with the RWQCB, the goal of this Preliminary Environmental <br /> Assessment(PEA)is to establish the presence or absence impacted conditions at the PG&E Gas Gathering <br /> Facilities, (re.,the presence or absence of impacted soil,impacted soil and groundwater, or impacted <br /> groundwater only at each of the sites). The definition of the vertical and lateral extent of impacted soil or <br /> groundwater is not an objective of this PEA; even at those sites with preliminary analytical data. These <br /> issues will be addressed in subsequent investigations. <br /> SOIL SAMPLING: Three to six borings at each site will be advanced to the groundwater table. The <br /> borings will be advanced with a Geoprobe direct push technique (2-inch diameter) or hollow stem auger <br /> (6-inch diameter) methods depending on local conditions. The borings will be continuously cored and <br /> samples collected at a minimum of five foot intervals. The core and soil samples will be logged under the <br /> supervision of a California registered geologist. The lithologies will be described using the Uniform Soil <br /> Classification System (USCS) and recorded along with other subjective criteria (e.g., discoloration, odor, <br /> and readings from a photoionization detector(PID)) on the boring logs. Selected soil samples will be <br /> analyzed following the methods and procedures listed in the Analytical Program Section below. <br /> GROUNDWATER SAMPLING: Grab groundwater samples will be collected from each boring. <br /> Groundwater samples will be collected using a bailer lowered into each boring to collect adequate sample <br /> volume and then carefully poured into the appropriate sample containers. Sample containers will be <br /> checked to insure that no headspace or bubbles are present. Samples will be submitted to a state certified <br /> analytical laboratory under appropriate chain-of custody protocol in an iced-cooler. <br /> GROUTING BOREHOLES: Each borehole will grouted to grade upon completion of groundwater <br /> sampling using a neat cement grout. <br /> ANALYTICAL PROGRAM: Selected soil samples and each groundwater sample will be submitted for the <br /> following analyses: <br /> • Total Petroleum Hydrocarbons as gasoline (TPHg) using EPA Method 8015M <br /> • Benzene, Toluene, Ethylbenzene, and Total xylenes (BTEX) using EPA Method 8020 <br /> • Total Extractable Petroleum Hydrocarbons(TEPH) quantified as motor oil, diesel, and kerosene, using <br /> EPA Method 8015M <br /> • Glycols; quantified as ethylene, diethylene, triethylene, and tetraethylene using EPA Method 8015M <br /> DECONTAMINATION OF DRILLING AND SAMPLING EQUIPMENT: Drilling equipment will be steam <br /> cleaned prior to each use. Groundwater sampling equipment and soil sampling equipment will be washed <br /> in a residue-free detergent (such as Alconox, Liquinox,TSP, etc.) and rinsed in tap water and/or deionized <br /> water prior to each use. <br /> WASTE DISPOSAL: All drill cuttings and decontamination water will be retained on Site in clean, <br /> Department of Transportation-approved containers which are sealed and then labeled with the boring <br /> number and accumulation date. Upon receipt of the analytical results, cuttings and decontamination <br /> water will be disposed at an appropriate waste disposal facility. <br /> 37405/036413L4.DOC <br />
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