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ARCHIVED REPORTS_XR0012986
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0535112
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ARCHIVED REPORTS_XR0012986
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Last modified
10/12/2020 10:40:24 PM
Creation date
3/17/2020 3:46:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012986
RECORD_ID
PR0535112
PE
2957
FACILITY_ID
FA0020296
FACILITY_NAME
CHAPIN BROTHERS INC
STREET_NUMBER
1766
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
13505050
CURRENT_STATUS
01
SITE_LOCATION
1766 MONTE DIABLO AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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01 March 1999 <br /> AGE-NC Project No. 95-0103 <br /> Page 3 of 8 <br /> Two soil gas/vapor samples were collected on 30 December 1998. The soil gas/vapor samples were <br /> collected in Tedlar bags from the influent stream. The samples were collected with a vacuum pump. <br /> The samples were labeled,placed in a cool ice chest and transported under chain-of-custody to MAI. <br /> The samples were analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> method 8015 Modified and <br /> • Volatile aromatic compounds (benzene,toluene, ethyl-benzene and total xylenes: BTEX) in <br /> accordance with EPA method 8020. <br /> Based on the low concentrations of BTEX extracted over the previous quarters,the catalytic oxidizer <br /> remained off-line from the extraction system. The change in the design has been implemented to <br /> reduce the overall cost of the extraction operation and maintain costs for extraction on the site. The <br /> soil-vapor concentrations have been measured with an OVM and analyzed to confirm the reduced <br /> concentrations of vapor emissions. <br /> 3.0. FINDINGS <br /> Field measurements and laboratory reports are presented below and in Tables 1 through 5. Copies <br /> of the field measurements and laboratory reports are included in Appendices A, B and C. <br /> 3.1. RELATIVE GROUNDWATER ELEVATION <br /> .. Ground water elevation increased approximately 0.02 feet between September and December 1998. <br /> The upper surface of the saturated zone on the site appears has a depression on the northern portion <br /> of the property (Figure 3) near wells MW-1 and MW-3; a ground water high was noted in the <br /> vicinity of monitoring well MW-4. Ground water flow on the site is toward MW-1, and may shift <br /> toward the east from MW-1. <br /> 3.2. ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> 3.2.1. Chemical Analysis <br /> TPH-g was detected in samples from wells MW-1, MW-3, MW-4 and vapor well VE-6 at <br /> concentrations of 1,300 micrograms per liter (µgll), 7,500 ug1l, 4,800 µgll and 3,200 µg/l, <br /> �. respectively. <br /> Advanced GeoEnvironmcntat,Inc. <br />
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