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3500 - Local Oversight Program
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PR0544571
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Last modified
6/25/2019 8:21:38 AM
Creation date
6/25/2019 8:14:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544571
PE
3528
FACILITY_ID
FA0000214
FACILITY_NAME
PILKINGTON NORTH AMERICA INC PLANT 10
STREET_NUMBER
500
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
Zip
95330-9739
CURRENT_STATUS
02
SITE_LOCATION
500 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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• 1"'� Work Plan for Monitor Wel,...Apling and Groundwater Investigation <br /> Pilkington North America <br /> May 9,2003 <br /> Page 2 <br /> Benzene, toluene, ethyl benzene, and total xylenes (BTEX) were also not detected at or above the <br /> laboratory reported detection limit for these constituents of 0.005 mg/kg in any of the soil samples. <br /> MTBE was detected at a concentration of 0.006 mg/kg in the soil sample collected from the west side of <br /> the tank excavation but was not detected at or above the laboratory reported detection limit of 0.005 <br /> mg/kg in any of the other soil samples. <br /> SCOPE OF WORK <br /> Monitor Well Sampling and Laboratory Analyses <br /> Condor will collect groundwater samples from MW-17 and MW-18 at the project site associated with the <br /> 1986 and 1987 UST removals. At each monitor well, a Condor representative will measure the depth to <br /> groundwater from the monitor well collar with a flat tape, electrical sounding device to 0.01 foot. A <br /> single-use, disposable bailer will then be used to collect a field inspection sample. The field inspection <br /> sample will be observed for a potential floating product layer, petroleum hydrocarbon odor, and general <br /> appearance. Following this initial groundwater inspection, the well will be purged with the disposable <br /> bailer of three times the initial volume of groundwater in the well. The purge water will be tested several <br /> times during the purging for pH, conductivity, and temperature with field instruments calibrated to <br /> manufacturer recommended standards to monitor the completeness of the purge. If a monitor well is <br /> purged dry, the well will be allowed to recharge to at least 80 percent of its pre-purge volume prior to <br /> sample collection. Each groundwater sample will be collected by carefully draining the disposable bailer <br /> with a bottom-emptying device into three laboratory-supplied volatile organic analysis vials containing <br /> hydrochloric acid(HCL) as a preservative. The sample containers will be stored in a cooler chilled with <br /> ice and delivered under chain-of-custody procedures to a California certified laboratory for analyses. All <br /> field observations and measurements will be recorded on a field log during the sampling process. <br /> The groundwater samples will be analyzed for TPH-G by EPA Method 8015M and for BTEX and <br /> gasoline oxygenates by EPA Method 8260. The gasoline oxygenates consist of MTBE, ethanol, TBA, <br /> ETBE, DIPE, TAME, 1,2-DCA, and EDB. The minimum detection limit for TPH-G will be 50 }tg/L and <br /> the minimum detection limits for BTEX and the gasoline oxygenates will range from 0.5 to 13 µg/L. <br /> Groundwater Investigation <br /> Condor will conduct a groundwater investigation at the project site associated with the 1997 UST <br /> removal. Five direct push borings will be advanced at the site for the purpose of collecting shallow <br /> groundwater grab samples with a hydropunch type device. The locations of the borings are shown in <br /> Figure 3, attached. One boring will be advanced in the approximate center of the former UST location and <br /> the other four will be advanced around it. For each boring, the soil encountered will be logged in <br /> accordance with the Unified Soil Classification System. Condor anticipates that groundwater will be <br /> encountered at approximately 10 feet below the ground surface (bgs). Once groundwater is encountered, <br /> the groundwater sampling device will be pushed to approximately four feet below the surface of the water <br /> table. The outer wall of the sampling device will then be retracted, exposing the inner stainless steel <br /> screen to the groundwater. Once groundwater has entered the sampler through the screen, groundwater <br /> will be collected with a small-diameter, stainless steel bailer and gently poured into the appropriate <br /> sampling containers. The direct push sampling equipment will be decontaminated between use at each <br /> boring by steam cleaning and rinsing with de-ionized water. Bottle handling, chain-of-custody, and <br /> laboratory analysis of the groundwater samples will be in accordance with the procedures described above . <br /> for the monitor well sampling. <br /> 3 <br /> �a CONDOR <br />
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