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ARCHIVED REPORTS_XR0006286
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545598
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ARCHIVED REPORTS_XR0006286
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Last modified
3/23/2020 4:12:19 PM
Creation date
3/23/2020 4:06:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006286
RECORD_ID
PR0545598
PE
3528
FACILITY_ID
FA0001304
FACILITY_NAME
STOCKTON SCAVENGERS ASSOCIATION
STREET_NUMBER
1240
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
CURRENT_STATUS
02
SITE_LOCATION
1240 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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To implement this process, a treatment area is first covered with 6-mil <br /> plastic sheeting A bermed liner area is not necessary, since soil will be <br /> protected from rain during treatment and moisture levels will be well <br /> below saturation A shallow layer of soil is next added Above this soil <br /> base, a series of air inlet pipes is laid, coming in from both sides of the <br /> pile These pipes are slotted galvanized steel to permit distribution of hot <br /> air Above the air inlet pipes, a 30 inch deep layer of soil is placed This <br /> soil is placed in 10 inch lifts With each lift, inorganic fertilizer is spread <br /> Above this soil layer, a row of air extraction piping is assembled Air <br /> extraction piping is slotted plastic A 20 inch layer of soil is placed next <br /> in a manner as described above Above this soil layer, another row of <br /> extraction piping is placed and covered with 10 inches of soil This results <br /> in a treatment pile approximately sic feet high Since the treatment pile <br /> is much deeper, substantially less area is used than with conventional <br /> fbioremediation as follows <br /> Soil Volume, cubic yards 250 500 750 <br /> Treatment Area, square feet 1,500 3,000 4,500 <br /> As can be seen, the treatment area is approximately 20% of that required <br /> 1 for conventional bioremediation After the treatment pile is constructed, <br /> it is covered with plastic sheeting to hold in heat and prevent rainwater <br /> intrusion Since no rainwater contacts the treatment pile, runoff collection <br /> is not needed <br /> After the treatment pile is constructed and covered, the treatment module, <br />' illustrated in Drawing 2-4 is brought in and connected To begin the <br /> treatment process, hydrocarbon laden air is extracted from the pile and <br /> routed into a thermal combustor The hot gasses from the combustor <br />' are cooled in a heat exchanger and then discharged to the atmosphere <br /> In the combustor, essentially all (over 99 %) of the extracted <br /> hydrocarbons are destroyed, resulting in little or no emissions to the <br /> atmosphere Simultaneously, clean air is blown in through the heat <br /> exchanger and into the soil pile The introduction of heated air into the <br /> pile substantially speeds hydrocarbon volatilization, typically resulting in <br /> complete gasoline removal in as little as one week During this portion <br /> of the operating cycle, the extracted air will be monitored for hydrocarbon <br /> concentration <br /> After the hydrocarbon extraction rate from the pile has dropped <br /> significantly, bioremediation will be stimulated This will be accomplished <br /> by introducing moisture to the pile by humidifying the inlet air To do <br /> this, water will be sprayed into a humidification chamber downstream of <br /> the air heat exchanger By rearranging air inlet and extraction piping, <br /> moist air will be introduced into all areas of the soil pile This <br /> configuration will be used until treatment is completed <br /> 2-7 <br /> COMPANY CONFMEtMAL TRADE SECRET AND PROPRICrARY WPORMATION OF UM MARK GROUP mrs <br />
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