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SITE INFORMATION AND CORRESPONDENCE FILE 1
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544625
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SITE INFORMATION AND CORRESPONDENCE FILE 1
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Last modified
7/3/2019 8:12:28 PM
Creation date
7/3/2019 4:20:08 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 1
RECORD_ID
PR0544625
PE
3528
FACILITY_ID
FA0003113
FACILITY_NAME
ZAPIEN MARKET
STREET_NUMBER
4491
Direction
W
STREET_NAME
DURHAM FERRY
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25504003
CURRENT_STATUS
02
SITE_LOCATION
4491 W DURHAM FERRY RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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During the first three months of operation, the telemetry unit called the onsite maintenance <br /> personnel for problems relating to low seal water and base power outage (telemetry Unit <br /> operating on back up battery). This coupled with the training has insured continuous operation. <br /> Performance <br /> The system became operational on October 4, 1995 and was turned over to the user on October I <br /> 1, 1995. A process monitoring program (PMP) was initiated to monitor the system performance. <br /> A PMP form was kept at the treatment center and utilized to track system run times, flowrates <br /> and concentrations. <br /> Initial vapor concentrations were much higher than anticipated during the design phase. System <br /> vapor measurements indicated a LEL of over 350%. A LEL of 100% for JP-4 is equivalent to <br /> 13,000 ppm (Baker, 1984). Therefore the initial concentration going into the system was over <br /> 45,500 ppm. Our 400 Ibs of carbon was saturated in about 2 hrs. Calculations base on this level <br /> of concentration indicated that a different method of off-gas treatment would have to be utilize. <br /> After 1454 hours of operation, the authors went back out to the site and measured the LEL at <br /> 225% (29,250 ppm). <br /> During the investigation and well installation phase of the project, much lower levels of LNAPL <br /> were discovered than anticipated in the original design. Due to power considerations and the very <br /> high vapor concentrations, the authors balanced the system to operate primarily in biovent mode. <br /> As of 1116196 only 1,465 gallons of wastewater and 5 gallons of product was recovered and <br /> processed by the system. Table 3. summarizes cleanup to date. <br /> Table 3. Remediation to Date <br /> Date Run Vapor Vapor Phase Water Est. Dissolved Free Total <br /> Time Phase JP-4 Equiv. Flow JP4 removed Product JP4 <br /> (hrs) (lbs) (gal) (gal) to date (gal) (gal) <br /> 1014195 598 10593.5 1694.96 1060 .21 .05 1695.22 <br /> to <br /> 11/6/95 <br /> 1117195 1216 20401 3264.16 405 .08 5 3269.24 <br /> to <br /> 1116196 <br /> IF-Cum � 1814 130994.5 I 4959.12 1465 .29 I 5.05 4964.46 <br /> 388 <br />
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