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PR0545774
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Last modified
6/10/2020 2:34:43 PM
Creation date
6/10/2020 12:12:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545774
PE
3526
FACILITY_ID
FA0004998
FACILITY_NAME
COMFORT AIR
STREET_NUMBER
1607
STREET_NAME
TURNPIKE
STREET_TYPE
RD
City
STOCKTON
Zip
95206
CURRENT_STATUS
02
SITE_LOCATION
1607 TURNPIKE RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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05 June 2008 <br /> AGE-NC Project No. 95-0141 <br /> Page 3 of 8 <br /> ground water samples in the selected shallow(water table),intermediate(near 60 to 90 feet bsg),and <br /> deep(greater than 100 feet bsg)ground water sampling intervals identified by the CPT sounding and <br /> the current monitoring well network screen intervals. <br /> Proposed CPT sounding and soil boring locations are shown on Figure 2. CPT advancement and <br /> testing procedures are outlined in Section 3.1. Ground water sampling procedures are outlined in <br /> Section 3.2. <br /> The ground water samples will be analyzed by a State of California Department of Public Health <br /> (CDPH)-certified laboratory for the following constituents: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g), in accordance with EPA <br /> Method 8015 Modified; and <br /> • Benzene,toluene,ethylbenzene,and total xylenes(BTEX),and fuel additives tertiary butyl <br /> alcohol(TBA),di-isopropyl ether(DIPE),methyl-tertiary-butyl ether(MTBE),ethyl tertiary <br /> butyl ether (ETBE), tertiary amyl methyl ether (TAME), ethylene dibromide (EDB), and <br /> 1,2-dichloroethane(1,2-DCA),by EPA Method 8260B. <br /> Laboratory reports for ground water analysis, testing methods, and laboratory quality <br /> assurance/quality control(QA/QC),and sample chain-of-custody documentation will be presented <br /> in a report with findings and recommendations. <br /> 2.3. MONITORING WELL INSTALLATION <br /> AGE proposes to install one deep ground water monitoring well in the former UST area,as part of <br /> additional site assessment activities, to define the vertical extent of hydrocarbon-impacted <br /> groundwater in the source area, approximately 5-10 feet south of existing ground water extraction <br /> well EX-2. The location of the proposed monitoring well is illustrated on Figure 2. <br /> 2.3.1. Drilling and Soil Sampling <br /> \l <br /> A truck-mounted,hollow stem drill rig equipped with 8-inch diameter hollow-stem augers will be <br /> utilized to advance the monitoring well boring to approximately)18 feet bsg. The depth of the well G <br /> screen was based on previous soil evaluation from boring CPT-1.The total depth of the boring may <br /> vary according to hydrogeologic/geologic conditions encountered during drilling. Selected soil <br /> samples collected during the boring operations will be analyzed by a CDPH-certified laboratory for <br /> the constituents listed in Section 2.2. Laboratory reports for the soil analyses, testing methods, <br /> Advanced GeoEnvironmental,Inc. <br />
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