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2900 - Site Mitigation Program
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PR0523858
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Entry Properties
Last modified
1/14/2020 4:20:56 PM
Creation date
1/14/2020 3:34:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523858
PE
2960
FACILITY_ID
FA0016067
FACILITY_NAME
FORMER BUFFALO TANK
STREET_NUMBER
5709
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
10123019
CURRENT_STATUS
01
SITE_LOCATION
5709 E FREMONT ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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26 September 2003 <br /> • AGE-NC Project No. 02-0896 <br /> Page 4of9 <br /> monitoring wells. However, if no apparent contamination is observed, the soil borings will not be <br /> completed as ground water wells and only backfilled. The remaining borings and well completions <br /> will be based on a review of the soil conditions, analytical data of soil/ground water and data from <br /> the domestic well on site. <br /> Soil samples will be collected ahead of the soil borings with a five-foot,three-inch wide core barrel. <br /> Soil sample from the driven recovery will be collected at five-foot intervals using six-inch brass <br /> sleeves.Soil samples for laboratory analysis will selected based on visual observations of petroleum <br /> hydrocarbon impact, organic vapor meter (OVM) readings, changes in lithology, and/or at the <br /> capillary fringe. The selected soil samples will be analyzed by a State of California DHS-certified <br /> laboratory for the following constituents: <br /> • Total petroleum hydrocarbons quantified as gasoline, diesel, kerosene, mineral spirits and <br /> motor oil (TPH-all)in accordance with EPA Methods 3550/8015 Modified; <br /> • Benzene, toluene, ethyl benzene and total xylene (BTEX) and di-isopropyl ether (DIPE), <br /> ethyl tertiary-butyl ether(ETBE),methyl tertiary-butyl ether(MTBE),tertiary-amyl methyl <br /> ether (TAME), tertiary butanol (TBA), methanol, ethanol, ethylene dibromide (EDB) and <br /> • 1,2-dichloroethane(1,2-DCA) in accordance with EPA Method 8260 and <br /> • Total lead in accordance with EPA Method 6010B. . <br /> Laboratory reports of soil analyses, testing methods, laboratory quality assurance/quality control <br /> (QA/QC) reports, and sample chain of custody documentation will be presented in a report <br /> 3.3. GRAB GROUND WATER SAMPLE COLLECTION <br /> The soil boring will be advanced to the top of the ground water table, as identified by collection of <br /> a saturated soil sample, to collect a grab ground water sample. Once ground water has been <br /> encountered, a hydropunch-equivalent water sampling device will be driven two to three feet into <br /> the water-bearing zone.Ground water samples will be collected with a hydropunch-equivalent water <br /> sampling assembly fitted with one-inch diameter 0.010-inch slotted temporary well screen. Each <br /> ground water sample will be extracted by lowering a bailer through the hollow center of the drive <br /> rods and into the screen section.Depending on subsurface and drilling conditions,grab groundwater <br /> samples may also be collected directly through the hollow stem augers using a new disposable bailer. <br /> Ground water samples will be collected into laboratory supplied containers. Ground water samples <br /> for BTEX, TPH-g, fuel oxygenating compound, and lead scavenger compound analyses will be <br /> collected into laboratory-supplied, 40-m1 volatile organic analysis (VOA) vials containing 0.5-m1 <br /> • <br /> of hydrochloric acid as preservative,one-liter amber containers and 500-milliliter plastic containers. <br /> Following collection the samples will be appropriately labeled, placed on ice and kept in a cooler <br /> Advanced GeoEnvironmental,Inc. <br />
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