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ARCHIVED REPORTS_XR0008716
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0537118
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ARCHIVED REPORTS_XR0008716
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Entry Properties
Last modified
7/7/2020 9:53:36 AM
Creation date
7/7/2020 9:31:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008716
RECORD_ID
PR0537118
PE
2957
FACILITY_ID
FA0021303
FACILITY_NAME
WATERLOO FOOD & FUEL
STREET_NUMBER
3032
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
3032 WATERLOO RD
QC Status
Approved
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EHD - Public
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Site Background Information Waterloo Food&Fuel <br /> AGE-NC Project No 99-0559 <br /> Page 6 of 11 <br /> HUS upper <br /> Samples CPT 1-130,CPT2-130 and CPT3-130 were collected from the upper portion ofHU5 TPH-g <br /> was detected in sample CPT 1-130 at a concentration of 4,700 µg/1 The BTEX compounds were <br /> detected in samples CPT1-130 at concentrations of 94 µg11, 570 µg11, 110 µg11 and 540 µg/1, <br /> respectively The BTEX compound toluene and xylenes were detected in samples CPT3-130 at <br /> concentrations of 0 59 µg/l and 2 4 µg/1, respectively The fuel additive MTBE was detected in <br /> samples CPT1-130 and CPT3-130 at a maximum concentration of 1,100 µg/l (CPT1-130) <br /> HU5 lower <br /> Samples CPT 1-150,CPT2-150 and CPT3-150 were collected from the lower portion ofHU5 TPH-g <br /> was detected in sample CPT1-150 at a concentration of 10,000 µg/l The BTEX compounds were <br /> detected in samples CPT1-130 at concentrations of 47 µg/1, 410 µg/1, 150 µg/1 and 810 µg/1, <br /> respectively The fuel additive MTBE was detected in samples CPT1-150 and CPT3-150 at a <br /> maximum concentration of 1,200 µg/1 (CPT2-150) <br /> OFF-SITE CPT LITHOLOGIC INVESTIGATION SEPTEMBER AND OCTOBER 2002 <br /> Five paired borings(CPT-4 to CPT-8)were advanced off-site utilizing CPT technology to model the <br /> geological and hydrogeological framework and to assess the lateral and locally the vertical extent <br /> of dissolved petroleum-hydrocarbons off the site Lithologic data was collected from an initial CPT <br /> soil boring at each boring location, a twin boring was then advanced immediately adjacent to the <br /> initial CPT soil boring to collect grab groundwater samples from selected depths Soil borings were <br /> advanced vertically to the following total depths at the specified locations A site plan depicting <br /> boring locations is presented in Figure 2 CPT4 was advanced to 118 feet below surface grade(bsg) <br /> at the northern edge of the Waterloo Road sidewalk, west of the site, CPT-5 was advanced to <br /> 125 feet bsg on the eastern edge of Golden Gate Avenue,approximately 150 feet south of Waterloo <br /> Road,CPT-6 was advanced to 165 feet bsg on the western edge of Chronicle Avenue,approximately <br /> 250 feet south of Waterloo Road,CPT-7 was advanced to 145 feet bsg on the western edge of Sutra <br /> Avenue, approximately 100 feet north of Waterloo Road, and CPT-8 was advanced to 168 feet bsg <br /> on the western edge of Golden Gate Avenue,at Waterloo Road Ground water sample was collected <br /> from the CPT borings at the following intervals <br /> • CPT-4 was sampled at 70 feet (HU3), 90 feet (HU4), 125 feet bsg (HU5U), <br /> • CPT-5 was sampled at 70 feet (HU3) 100 feet (HU4) and 150 feet bsg (HU5L), <br /> • CPT-6 was sampled at 70 feet (HU3), 100 feet (HU4), 125 feet (HU5U) and 150 feet bsg <br /> (HU5L), <br /> Advanced GeoEnvlroamental,Inc. <br />
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