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2900 - Site Mitigation Program
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PR0508125
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COMPLIANCE INFO
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Last modified
2/24/2020 5:31:15 PM
Creation date
2/24/2020 2:46:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0508125
PE
2950
FACILITY_ID
FA0007950
FACILITY_NAME
7 ELEVEN #17647
STREET_NUMBER
1048
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
21903003
CURRENT_STATUS
01
SITE_LOCATION
1048 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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I vow �..v� u�IVHt. OULLC 1 111 ft 1 V.J I <br /> Oxygen Release Compound,ORC® <br /> Computer Modeling Results <br /> of Oxygen Distribution in an Aquifer <br /> The following graphical representations are generated by a unique version of the Cleary <br /> Ungs model, adapted for interactive,menu driven use. The program is written in Visual <br /> Basic with three dimensional graphical output. The spatial condition is two dimensional <br /> - along the barrier axis and downgradient. Molecular concentrations, whether they be <br /> oxygen or contaminant are represented in the third (height) dimension. The three <br /> dimensional images can be rotated and viewed from any position. <br /> Given a, 1) groundwater seepage velocity, 2) initial oxygen concentration and, 3) the <br /> initial contaminant concentration, one can generate the following for a specified time <br /> period and spatial array: <br /> 1. Oxygen distribution as a function of advection, dispersion and retardation without <br /> utilization. <br /> 2. Oxygen distribution as a function of advection, dispersion and retardation with <br /> utilization. - <br /> 3. Reduction of dissolved-phase contaminants in relation to the available oxygen. <br /> Figures 1 and 2 represent the distribution of oxygen at 30 and 90 days respectively, after <br /> insertion of ORC filter socks into a well. The a-d series in each figure, are for the 4 <br /> different groundwater velocities as indicated. In all cases, an initial oxygen <br /> concentration of 20 ppm is used and is mildly conservative based on actual field <br /> measurements. Oxygen contours are viewed from the top down, although they can be <br /> rotated into a three dimensional view as shown in later figures. The top-down view. <br /> facilitates the planning of well spacing which is the major objective in applying the <br /> model. The remaining Figures illustrate- using a single groundwater velocity of 0.5 feet <br /> per day - how a series of wells work together to form an oxygen plume at 90 days <br /> (Figure 3) and how a constant BTEX source at 5 ppm is reduced at 90 days (Figure 4). <br /> REC EN ES 1 S ----------------------------------------------------------------------------- <br /> Bioremediation Products 27130A Paseo Espada, Ste 1407, San Juan Capistrano, CA 92675 <br /> Phone: 714-443-3136 Fax: 714-443-3140 <br />
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