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ARCHIVED REPORTS_XR0008304
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0535375
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ARCHIVED REPORTS_XR0008304
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Last modified
7/7/2020 9:23:57 AM
Creation date
7/7/2020 9:16:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008304
RECORD_ID
PR0535375
PE
2960
FACILITY_ID
FA0020405
FACILITY_NAME
ERNIES GENERAL STORE
STREET_NUMBER
4407
Direction
E
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
08710059
CURRENT_STATUS
01
SITE_LOCATION
4407 E WATERLOO RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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I r <br />' 31 October 2003 <br /> AGE-NC Project No 01-0839 <br />' Page 5 of 7 <br />' 75 feet bsg is described as a grayish brown silty sand (cemented), with a porosity of 40 6%, and an <br /> average permeability of 4 OX 104 cm/sec <br />' Organic vapor was detected in the soil samples collected at a maximum concentration of 31 parts <br /> per million (ppm) in soil sample MW2-35 Hydrocarbon-like odors were detected in several soil <br /> samples Organic vapor field measurements are included on the boring logs <br /> I <br />' 3 2 ANALYTICAL RESULTS OF SOIL SAMPLES <br /> A total of 26 soil samples were analyzed for the constituents listed in section 2 4 No target analytes <br />' were detected in soil samples collected from MW1 or in samples MW2-10, MW2-60, MW2-70, <br /> MW3-10, MW3-20, MW3-70, MW4-70, B5-10 (7/30/03) through B5-40 (7/30/03) <br /> I MTBE was detected in soil samples collected from,MW2-20 through MW2-50,MW3-30,MW3-40, <br /> MW4-30 and MW4-40 at concentrations ranging from 1 9 mg/l(MW2-30)to 0 050 mg/l(MW4-30) <br />' • TPH-g and BTE&X compounds were detected in soil samples collected from MW2-30 to MW2-50 <br /> at maximum concentrations of 13 mg/l (TPH-g, MW2-30) and 0 68 mg/l (xylenes, MW2-30) <br />' Analytical results of soil samples are summarized on Table 2 The laboratory reports (CTEL Lab <br /> Project No CT214-0308001 throughCT214-0308004),quality assurance/qualitycontrol(QA/QC) <br /> report and chain-of-custody forms are included in Appendix E <br /> 3 3 GROUND WATER GRADIENT AND FLOW DIRECTION <br />' At the time of the July 2003 sampling event,depths to ground water ranged from 70 72 feet to 70 94 <br />' feet below the tops of the well casings Ground water elevations at the site ranged 37 11 feet below <br /> mean sea level(MSL)to 37 10 feet above MSL(Table 1) During this monitoring event,the ground <br /> water levels in the wells were at least ten feet below the tops of the well screens, indicating that the <br /> Iwells are screened properly to yield representative shallow ground water samples <br /> The ground water elevations across the site differ less than 0 01 feet,indicating that the ground water <br /> table is essentially flat at this time Information from surrounding sites monitored by AGE indicates <br /> the ground water flow trends to the northwest Figure 3 illustrates the ground water elevations as <br /> measured on 04 August 2003 <br /> 3 4 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> I <br /> Advanced GeoEnvironmental,Inc <br /> I <br />
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