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ARCHIVED REPORTS XR0007832
EnvironmentalHealth
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EL DORADO
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2900 - Site Mitigation Program
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PR0529779
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ARCHIVED REPORTS XR0007832
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Last modified
7/17/2019 10:33:19 AM
Creation date
7/17/2019 9:13:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007832
RECORD_ID
PR0529779
PE
2960
FACILITY_ID
FA0019644
FACILITY_NAME
FORMER GENE GABBARD INC
STREET_NUMBER
640
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13906004
CURRENT_STATUS
01
SITE_LOCATION
640 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Ms Lon Duncan <br /> April 12,2001 <br /> . Page 4 of 6 <br /> 3.0 RESULTS OF INVESTIGATION <br /> 3.1 Subsurface Conditions <br /> Soil encountered beneath the site consisted primarily of clay and silt from the ground surface to a <br /> depth of between 24 and 26 feet bgs, and well graded sand from approximately 24126 feet bgs to <br /> between 29 and 32 feet bgs, the maximum depth explored during well installation Boring SB3, <br /> which was drilled through the former tank pit, contained silty sand from approximately 32 feet bgs <br /> to approximately 36 feet bgs, the maximum depth explored at the site Strong to moderate <br /> petroleum odor and soil discoloration were noted in boring MW3 from approximately 5 feet bgs <br /> to boring termination FID readings from the samples ranged from 2,000 parts per million (ppm) <br /> at a depth of 12 feet bgs to 600 ppm at a depth of 32 feet bgs An oily sheen was also evident in <br /> the saturated zone No hydrocarbon odors or soil discoloration were noted in borings MWl, <br /> MW2, or MW4 All recorded FID readings as well as noted odors or soil discoloration are <br /> included on the boring/well logs included in Attachment A <br /> Groundwater was first encountered at depths ranging from approximately 23 5 to 25 5 feet bgs <br /> during the drilling of borings NMI through MM4 Groundwater in the wells subsequently <br /> stabilized at depths ranging from approximately 21 9 to 22 6 feet bgs To determine groundwater <br /> elevation, the depth to groundwater was measured in each well and subtracted from the surveyed <br /> wellhead elevation Groundwater beneath the site on December 19, 2000 flowed northeasterly at <br /> a gradient of 0 003 ft/ft, or approximately 16 feet per mile Groundwater elevations are <br /> summarized in Table 4 A potentiometric surface map generated using the December 19, 2000 <br /> well monitoring data is depicted on Figure 5 Groundwater monitoring field data and <br /> development/purge logs are included in Attachment B <br /> 3.2 Soil Analytical Results <br /> Based upon previous analytical results, which indicate that soil contamination outside of the <br /> source area is limited to the capillary fringe zone (approximately 20 feet bgs), only the soil <br /> samples collected from the capillary fringe in bonngs MW 1, MM2, and MM4 were submitted for <br /> laboratory analyses No samples were submitted from boring MM3 due to its close proximity <br /> with boring SB3 No detectable concentrations of TPHg, TPHd, TPH oil and grease, VOCs, or <br /> oxygenated gasoline additives were detected in any analyzed sample The concentrations of total <br /> lead ranged from 8 6 to 10 ppm, which is consistent with background levels Soil analytical <br /> results are summarized in Table 2 Laboratory reports and chain of custody documentation are <br /> included in Attachment C <br /> 3.3 Groundwater Analytical Results <br /> No petroleum hydrocarbon constituents or lead were detected in groundwater samples collected <br /> from wells MMI, MW2, or MM4 However, each of the samples from these wells contained <br /> chloroform ranging from 5 8 to 10 parts per billion (ppb) and tetrachloroethene (PCE) ranging <br /> from 18 to 23 ppb In addition, well MMI contained cis-l,2-dichloroethene at 2 9 ppb and <br /> G 1Data1GROUNDZEIGABBA \rgmTis\WELLRPT doe <br />
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