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ARCHIVED REPORTS_XR0009102
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ARCHIVED REPORTS_XR0009102
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Last modified
5/6/2020 3:46:17 PM
Creation date
5/6/2020 3:32:56 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009102
RECORD_ID
PR0545652
PE
3528
FACILITY_ID
FA0003638
FACILITY_NAME
JEMCO VENETIAN CARDLOCK
STREET_NUMBER
4555
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11017001
CURRENT_STATUS
02
SITE_LOCATION
4555 N PERSHING AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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i <br /> CLEARWATER <br /> G R O C1 •P I N C <br />' 3.0 FIELD ACTIVITIES <br /> All field work was conducted according to Clearwater Field Proceedures (previously <br /> Isubmitted) which are consistent with both local and state guidelines Prior to <br /> sampling, each monitoring well was gauged to the nearest hundredth of a foot The <br /> wells were then purged of at least three well casing volumes until purging <br /> parameters stabilized or until the well went dry Monitoring well purge/sample <br /> data sheets are included as Appendix B <br />' Groundwater samples were collected from all five monitoring wells Each <br /> groundwater sample was collected with a dedicated polyethylene bailer and was <br /> transferred to sample containers appropriate for the required analyses Sample <br /> containers were labeled and placed in a cooler A chain-of-custody was prepared and <br /> accompanied the samples to the laboratory Groundwater sample analysis was <br /> performed by PACE, Inc , DHS-certified laboratory located in Novato, California All <br /> groundwater samples were analyzed for total petroleum hydrocarbons as gasoline <br /> (TPHg) by EPA Method 8015 (CA LUFT modified), and for benzene, toluene, <br /> ethylbenzene and total xylenes (BTEX) by EPA Method 8020 (CA LUFT modified) <br /> 4.0 RESULTS <br /> 4.1 Water Level Monitoring Data <br /> The depth to groundwater in the monitoring wells ranged from 23 83 to 24.46 feet <br /> below ground surface (bgs) on March 13, 1995 The depth to groundwater was <br />' measured from the survey mark on top of each well casing Groundwater <br /> elevations are presented on Table 1 Groundwater elevation contours are presented <br /> on Figure 3 The local groundwater flow direction was calculated to be towards the <br />' east (towards the northeast in the southern half of the site) at an approximate <br /> gradient of 0 65% (0 0065 feet/foot) The groundwater flow direction and gradient is <br /> consistent with results obtained during the previous monitoring events <br /> I4.2 Ground Water Analytical Results <br /> TPHg and benzene were detected in groundwater samples collected from all wells <br /> except MW-5 None of the analytes were detected in concentrations exceeding <br /> method detection limits in groundwater sample collected from MW-5 The detected <br /> concentrations of benzene ranged from 2 0 ppb in the sample collected from MW-1 <br /> to 170 ppb in the sample collected from MW-3. A summary of analytical results is <br /> presented on Table 1 Hydrocarbon concentrations are shown on Figure 4 A copy of <br /> the laboratory reports and chain-of-custody form is attached as Appendix C. <br /> D-103 QMR 2 4/21/95 <br />
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