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ARCHIVED REPORTS_XR0002390
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545195
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ARCHIVED REPORTS_XR0002390
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Last modified
1/23/2020 3:34:55 PM
Creation date
1/23/2020 3:06:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002390
RECORD_ID
PR0545195
PE
3528
FACILITY_ID
FA0002915
FACILITY_NAME
TRACY MARKET INC
STREET_NUMBER
15
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21435004
CURRENT_STATUS
02
SITE_LOCATION
15 E GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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1, 000 gallons. The propogation period per tank requires three (3) hours of <br /> mixing. At the end of that three hour period the batch solution will be placed <br /> into the borings/wells through a series of hoses via gravity one boring at a <br /> time. Approximately one hundred ninety (190) gallons of water per boring would <br /> be applied throughout the remediation process. The rate would be determined by <br />' the ability of the soil to accept the intrusion of water application, but would <br /> be approximately every three hours, in order to accomplish the per day goal of <br /> a total of approximately 1,500 gallons per day maximum. <br /> The exact placement methodology will occur from the downgradient side of <br /> the plume to the upgradient and from the outside of the contaminant plume inward. <br /> This is standard protocol to impede any additional migration of the contaminant <br />' plume. The tank size is in direct proportion to the number of borings available <br /> at the site as well as the permeability of the soils present within the <br /> contaminant plume. A slug test will be conducted when the borings/wells are <br />' actually placed into the contaminant plume. This test will confirm the expected <br /> flow rate possible at this facility and tank size. <br /> More specifically, batch solutions will total approximately 1, 500 gallons <br /> per day maximum. Based on previously defined sandy soil conditions, these batches <br /> will be divided into three equal parts utilizing the 500 gallon tank. Placement <br /> times of the culture batch would be approximately every three hours, in order, <br /> to accomplish the per day goal of 1,500 gallons. The exact depth of placement <br /> would be based upon the length of the borings. The primary grid pattern extends <br /> to 5 feet. The secondary grid pattern extends to 10 feet. Placement would occur <br /> throughout the borings, one boring at a time. <br /> Bioremediation Phases: <br /> 1. Site Review — for hydrogeology/soil conditions. <br /> 2. Bioremediation Boring/Well Placement — to include slug test. <br />' 3. Free product Removal (if any) . <br /> t4. Bioremediation Culture Propogation. <br /> 5. Bioremediation Culture Placement. <br />' 6. Establishment of PID Monitoring Baseline. <br /> 7. PID weekly field monitoring of the borings/wells. <br />' 8. Final Sample Collection Laboratory Analysis. <br /> 9. Closure Report. <br /> 10. PH5 EHD and CWQCB Closure. <br /> tThe advantage to the augmented in situ subsurface bioremediation process <br /> is that the batch solution is able to duplicate the path the contaminant followed <br /> during the creation of the contaminant plume, i. e. the cultures follow the <br /> specific path the petroleum hydrocarbons have migrated. Not only are the cultures <br /> able to degrade subsurface soil contamination, but they are also able to degrade <br />' 12 <br />
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