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ARCHIVED REPORTS_XR0005114
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ARCHIVED REPORTS_XR0005114
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Last modified
9/24/2020 12:38:23 AM
Creation date
3/17/2020 4:38:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005114
RECORD_ID
PR0545566
PE
3528
FACILITY_ID
FA0005479
FACILITY_NAME
MANTECA BEAN CO
STREET_NUMBER
229
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
95336
CURRENT_STATUS
02
SITE_LOCATION
229 MOFFAT BLVD
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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site in Ambler, Pennsylvania where a pipe line leak had introduced an estimated 380,000 liters of high <br /> octane gasoline into the underlying aquifer <br /> ' Approximately two-thirds of the gasoline was recovered using conventional pump/treat systems, <br /> however,the time estimated for complete restoration using these systems was more than 100 years A <br /> nutrient amendment scheme was implemented at the site The nutnents added were oxygen, ammonium <br /> sulfate,disodium phosphate,and monosodium phosphate During the period of nutrient addition,the <br /> concentration of gasoline in the ground water did not decline, however,ten months later gasoline could not <br /> be detected in the ground water(Raymond et at, 1975) <br /> There are many methods of introducing oxygen into contaminated aquifers Brown et al (1985) used <br /> air sparging at a gasoline contamination site Wilson and Ward (1987) have suggested other methods, <br /> such as sod venting or air flooding The problem that one faces is that these methods can only provide <br /> ' dissolved oxygen concentrations of 8 to 12 mgA depending on the temperature of the ground water <br /> Hydrogen peroxide, pure oxygen and ozone have been proposed as more efficient methods of supplying <br /> oxygen into contaminated aquifers Concentrations of 40 to 50 mg/1 can be achieved with pure oxygen, but <br /> pure oxygen is somewhat expensive, may bubble out of solution before the microorganisms can use it,and <br /> ' is extremely flammable (Brown etal, 1984) <br /> Hydrogen peroxide is another possible source of oxygen, however, it is used as a stenlant at <br /> ' concentrations of 3 percent and levels as low as 200 ppm can be toxic to microorganisms (Thomas et at,1987) In a column study in which oxygen concentration was vaned from 8 to 200 ppm using air, pure <br /> oxygen, or a hydrogen peroxide solution,microbial growth and gasoline degradation were greater in <br /> columns amended with hydrogen peroxide which provided the highest concentration of available oxygen <br /> (Brown et al, 1984) A more thorough review of field studies using hydrogen peroxide can be found in <br /> Thomas et al (1987) Ozone can also be used as a source of oxygen, but very little research has been <br /> done on it <br /> 1 1 3 Biodegradation Modeling <br /> Modeling biodegradation and biorestoration processes involves 1)description of the kinetics of <br /> ' biotransformation in the subsurface,2)description of transport processes of the contaminant and available <br /> nutrients, and 3) an appropriate procedure for predicting the effect of biorestoration A few investigators <br /> have begun work on describing some of these processes <br /> ' Kosson et at (1985) use a simple one-dimensional finite difference solution to simulate the movement <br /> of hazardous industrial wastewater through an acclimated soil column The model adequatly matches <br /> experimental data from the later portion of the column where an acclimated microbial population has <br /> developed <br /> Angelakis and Rolston (1985) present a mathematical model for simulating the movement of insoluble <br /> and soluble organic carbon through the unsaturated sod profile The results of the simulation compare <br /> favourably with experimental data from a series of column tests performed using primary wastewater <br /> effluent Baehr and Corapcioglu (1985) present a one-dimensional model for simulating gasoline transport <br /> by air,water, and free hydrocarbon phases No experimental data are presented to test the model <br /> Molz et al (1986) present a numerical model for simulating substrate and oxygen transport and use <br /> ' by attached microorganisms The microbial population is assumed to be immobile and present in <br /> microcolonies of an average radius and thickness Transport into the microcolonies of oxygen and <br /> substrate is limited by diffusion through a stagnant layer adjacent to the microcolony Laboratory testing of <br /> ' the model is planned <br /> Borden and Bedient(1986) present a numerical model of oxygen-limited biodegradation of <br /> Hydrocarbons in the saturated zone Their model is discussed in detail in the following section as it <br /> provides the basis for the development of BIOPLUME II Borders et al (1986) have applied the model to <br /> simulate oxygen-limited biodegradation of creosote wastes at a Superfund site The model gave an <br /> ' 1-2 <br />
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