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ARCHIVED REPORTS XR0010859
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544804
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ARCHIVED REPORTS XR0010859
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Last modified
11/19/2024 10:19:07 AM
Creation date
9/4/2019 1:39:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010859
RECORD_ID
PR0544804
PE
3528
FACILITY_ID
FA0003850
FACILITY_NAME
M&M BUILDERS SUPPLY INC
STREET_NUMBER
8111
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95304
APN
25014006
CURRENT_STATUS
02
SITE_LOCATION
8111 W ELEVENTH ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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`... Groundwater occurred at depths of about 8-to 10-feet and rose slightly in the uncased <br /> boreholes, suggesting the aquifer strata are unconfined to weakly confined. A <br /> northwesterly groundwater flow direction was plotted from the monitoring well data <br /> under a gradient of 0.008 (see Figures 1 and 2). <br /> Regional lithologic lateral and vertical variation are present in the shallow aquifer strata <br /> and underlying confining (aquitard) strata, which are typical for river and floodplain <br /> deposits in this portion of the San Joaquin Valley (see Geologic Cross Section, Figure 2). <br /> While lateral and vertical variations are present in the aquifer strata, these strata as a <br /> whole form the uppermost water bearing aquifer (or hydro-) stratigraphy between about <br /> 12- to 24-feet in the area explored. These underlying confining strata below 26-feet <br /> display some lateral lithologic variation, and were not observed to yield water, although <br /> they could be leaky. Nearby Department of Water Resources Drillers (DWR) Log Nos. <br /> 145680 (and 219475 for the Water Well) indicate deeper clayey strata underlying the on- <br /> site uppermost aquifer (that is, strata between about 15-and 25-feet deep). The clay strata <br /> identified in the Water Well log and sampled in B-10 did not yield water, and on the basis <br /> of thickness is assumed to have lateral extent beyond the site property. <br /> Chemical Analysis <br /> Thirteen soil samples, and eight groundwater samples were analyzed at a Chromalab, <br /> Inc., a State certified analytical laboratory from the exploratory borings. These samples <br /> were tested for the following; Total Petroleum Hydrocarbons as Gasoline (TPHG) and <br /> Diesel (TPHD), Benzene (B), Toluene (T), Ethylbenzene (E) and Xylene (X), Methyl- <br /> tert-butyl-ether (MTBE) and fuel oxygenates, 1,2 Dichloroethane and Ethylene <br /> Dibromide using EPA Methods 3510/8015, 8020, 8240 and 8260. The analyses were run <br /> on a "normal" turnaround (five- to ten working days). The results are tabulated and <br /> presented in Tables 1 and 2 below. Previous chemical data reported in the May 10 report <br /> are presented in Tables 4 and 5 for reference. <br /> Discussion <br /> March, 2000 Soil and Groundwater Data-Review <br /> The initial data revealed that highly degraded contaminants were present in the capillary <br /> fringe soil, with the highest groundwater concentrations presumably dissolved in the <br /> former tank pits (see Figures 1, 2 and 3). Soil samples from Boring B-1 in and near the <br /> former tank pit showed low TPHD and TPHG concentrations with 0.0057 parts per <br /> million (ppm) Xylene detected. Boring B-2 showed 83 ppm TPHD with all other <br /> contaminants not detected. Only 0.4 ppm TPHD (just over the detection limit) was <br /> detected in the deeper underlying confining strata soil sample at B-1. The B-2 underlying <br /> �.✓ confining strata sample (also advanced through the former tank pit) showed that <br /> contaminants were not detected (see Figure 3). <br /> Page 5 <br />
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