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3500 - Local Oversight Program
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PR0545152
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Last modified
1/9/2020 3:04:31 PM
Creation date
1/9/2020 2:59:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545152
PE
3526
FACILITY_ID
FA0004021
FACILITY_NAME
STOCKTON CITY TAXI CAB COMPANY
STREET_NUMBER
2085
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14111223
CURRENT_STATUS
02
SITE_LOCATION
2085 E FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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I 1117 Lone Palm Avenue, Suite 201 <br /> Modesto, California 95351 <br /> 209-579-2221 <br /> I <br /> Fax: 209-579-2225 <br /> A S 6 O G I A T E S INC . <br /> i <br /> Task 3 - Contaminant Removal <br /> Batch tests will be conducted to confirm that hydrocarbons are removed, determine the amount of <br /> removal due to destruction versus volatilization, and estimate the appropriate ozone dose. Five reactors <br /> containing site soil and groundwater will be prepared, then allowed to mix in a closed container for <br /> approximately 30 minutes. One of the reactors will be destructively sampled and analyzed for petroleum <br /> hydrocarbons (per Task I ). This reactor is the "time 0" reactor. Two of the remaining reactors will be <br /> sealed and mixed for the duration of the test. These reactors will serve as the controls . The final two <br /> reactors will be sparged with ozone (approximately 30 ntg 03/L air) at a flow rate of 50 ml/min for up to <br /> 24 hours. Off-gases will be collected in Tedlar bags. Periodically, one control and one ozonated reactor <br /> will be destructively sampled and the off-gases and aqueous phases will be analyzed for petroleum <br /> hydrocarbons. Soil will not be analyzed due to the difficulty of sampling soil without losing significant <br /> hydrocarbons to volatilization , Each test is summarized in the following Table. <br /> Table - Tests to Evaluate Effect of Ozone on petroleum Hydrocarbon Removal <br /> Test # Replicates Sparge Gas Est. Sam ale Tinne <br /> Time 0 1 None 0 hr <br /> Control 2 None 4 hr, 24 hr <br /> Ozone 2 Ozone 4 hr, 24 hr <br /> Task 4 - Secondary Effects <br /> The effect of ozone on secondary water quality will be assessed by analyzing the aqueous phases of each <br /> test in Task 3 for TPHg, BTEX, and select fuel oxygenates including 1 ,2-DCA . Additionally, dissolved <br /> chromium, the anion bromate, the ion bromite, elemental Inexavalent chromium [Cr(VI)], ORP <br /> measurements and pH analyses will be conducted . <br /> Task 5 - Natural Attenuation of Cr(VI)—Optional <br /> If Cr(VI) is formed by treatment with ozone, additional tests can be conducted to assess whether it can <br /> naturally attenuate. Tests will simulate attenuation in the treatment zone as well as down gradient of the <br /> treatment zone . Cr(VI) will be measured colorimetrically by PRIMA Environmental using a Hach DR <br /> 2800 Spectrophotonneter and appropriate test reagents. Testing will include treated soil and treated <br /> groundwater from the high ozone dose test(s) in Task 3 . Two sets of tests will be conducted . The first set <br /> will comprise four replicates containing groundwater water treated with ozone and site soils not treated <br /> with ozone; these will represent conditions down gradient of the treatment zone. The second set will <br /> consist of four replicates containing treated water and treater/ soil; these will represent conditions within <br /> the treatment zone, once ozonation has ceased. Periodically, one replicate fron each set will be utilized <br /> and the aqueous phase analyzed for Cr(VI). <br /> Task 6 - Natural Attenuation of Bromate—optional <br /> If bromate is formed during treatment with ozone, additional tests can be conducted to assess whether <br /> bromate can naturally attenuate. Ozone treated soil and groundwater will be prepared by repeating the <br /> Workplan for Feasibility studies — Former Stockton Taxi Company ATG Associates Inc. <br /> S%.A28349\ WP for Pilot Tes iim mid SCM A"rC Project No. 54.28349.0001 <br /> 11 <br />
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