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ARCHIVED REPORTS_XR0008605 CASE 1
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ARCHIVED REPORTS_XR0008605 CASE 1
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Last modified
5/28/2020 2:49:48 PM
Creation date
5/28/2020 2:29:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008605 CASE 1
RECORD_ID
PR0505512
PE
2950
FACILITY_ID
FA0006827
FACILITY_NAME
BP/MOBIL SERVICE STATION
STREET_NUMBER
2375
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
23207003
CURRENT_STATUS
02
SITE_LOCATION
2375 N TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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y e t <br /> i <br /> AUTOMATIC RECOVERY SYSTEM <br />.' MONITORING REPORT - STARTUP PHASE <br /> for <br /> Former Mobil Station 04-NP4 <br /> 2375 Tracy Boulevard <br /> Tracy, California <br /> June 29, 1992 <br /> INTRODUCTION <br /> This report presents results and findings of the startup phase sampling of the ground water <br /> automatic recovery system (ARS) operating at former Mobil Station 04-NP4, 2375 Tracy <br /> Boulevard, Tracy, California Samples were collected and analyzed to comply with National <br /> Pollutant Discharge Elunination System (NPDES) permit requirements A site vicinity map <br /> is shown in Figure 1 <br /> ARS OPERATION <br /> The ARS was installed in May 1992 to treat subsurface dissolved-phase hydrocarbons The <br /> system consists of one recovery well with an electrical submersible pump, support piping, <br /> a transfer pump, a filter, and two 1,OWpound activated-carbon canisters in series Effluent <br /> is discharged to a storm dram which leads to Sugar Cut Canal. <br /> FIELD PROCEDURES <br /> Startup was initiated on May 13, 1992. Monitoring and sampling of the ARS was conducted <br /> in accordance with requirements and procedures of the self-monitoring program established <br /> m the NPDES permit. The process flow diagram is shown in Figure 2 Sampling ports are <br /> designated as follows. <br /> I-1 Influent from recovery well <br /> A-1 Effluent from primary carbon canister <br /> E-1 Effluent from secondary carbon canister, before discharge into storm drain <br /> During the first day's sampling, effluent was discharged into 55-gallon drums and stored <br /> onsite for disposal at a later date Parameters such as electrical conductivity, pH, and flow <br /> rate were measured by Alton Geoscience. Water samples were collected in glass containers <br />
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