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ARCHIVED REPORTS_XR0007356
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ARCHIVED REPORTS_XR0007356
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Last modified
6/8/2020 12:52:29 PM
Creation date
6/8/2020 12:44:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007356
RECORD_ID
PR0545741
PE
3528
FACILITY_ID
FA0006284
FACILITY_NAME
YAMADA BROS INC
STREET_NUMBER
15406
Direction
S
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
18917007
CURRENT_STATUS
02
SITE_LOCATION
15406 S TRACY BLVD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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02 October 2001 <br /> . AGE-NC Project No 98-0452 <br /> Page 2 of 3 <br /> I <br /> 2 2 COLLECTION AND LABORATORY ANALYSIS OF GROUND WATER SAMPLES <br /> IFollowing purging and allowing a minunum of 80% recovery of initial water volume In the wells, <br /> water samples were collected from each purged well using new disposable plastic bailers <br /> Additionally, a water sample was collected from domestic well DW-1 Each water sample was <br /> transferred into laboratory-supplied 40-rill VOA vials containing 0 5 ml 18% hydrochloric acid as <br /> a sample preservative After collection, the samples were properly labeled, placed in a chilled <br /> I container and transported under chain-of-custody to McCambell Analytical Laboratories, Inc and <br /> were analyzed for <br /> Total petroleum hydrocarbons quantified as diesel (TPH-d) in accordance with EPA <br /> Method 8015 Modified, and <br /> • Oxygenated fuel additives-methyl tertiary butyl ether(MTBE),tertiary butyl alcohol(TBA), <br /> di-isopropyl ether (DIPE), ethyl tertiary butyl ether (ETBE), and tertiary amyl methyl ether <br /> (TAME) in accordance with EPA Method 8260 Modified <br /> 3.0. FINDINGS <br /> Ground water elevation and flow direction were calculated from field data, hydrocarbon--impact to <br /> ground water was assessed by laboratory analysis of the ground water samples <br /> 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> The elevation of ground water in each well was calculated by subtracting the depth to ground water <br />' from the surveyed well head elevations (Table 1) Depths to ground water ranged from 3 59 feet to <br /> 4 75 feet below the tops of the well casings Ground water elevations at the site ranged from-0 21 <br /> feet in MW-3 to -0 54 feet in MW-1 relative to mean sea level The ground water gradient was <br /> Icalculated to be 0 004 ft/ft with a flow direction toward the southwest (Figure 3) <br /> 3 2 ANALYTICAL RESULTS OF WATER SAMPLES <br /> TPH-d was not detected above laboratory reporting limits in the four groundwater samples analyzed <br /> MTBE was detected by EPA Method 8260 in the ground water samples collected from MW-2 and <br /> MW-3 at concentrations of 35 micrograrns per liter (µgd) and 180 µg/l, respectively No analytes <br /> of concern were detected in the sample collected from the domestic well <br /> • Analytical results of ground water samples are summarized on Table 2 The laboratory report (MAI <br /> Laboratory ID 77230 through 77233) and chain-of-custody forms are included in Appendix B <br /> Advanced GeoEnvironmentai,Inc <br />
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