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WORK PLANS 2011-2015
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0540667
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WORK PLANS 2011-2015
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Last modified
2/8/2019 9:14:46 AM
Creation date
2/7/2019 5:02:31 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
2011-2015
RECORD_ID
PR0540667
PE
2960
FACILITY_ID
FA0023252
FACILITY_NAME
WELDON CHURCH PROPERTY
STREET_NUMBER
104
Direction
W
STREET_NAME
BEVERLY
STREET_TYPE
PL
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
104 W BEVERLY PL
QC Status
Approved
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EHD - Public
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'✓ Page 2 of 3 <br /> dissolved-phase contamination will be reduced initially, but will then rebound somewhat in most <br /> cases, as the sorbed contaminants become redissolved. It is therefore critically important to <br /> accurately estimate the mass of soil-bound contaminant within the subsurface and to anticipate <br /> and allow for this predictable rebound in dissolved-phase contaminants after the initi4l injection. <br /> It is for this reason that Regenesis strongly recommends the use of a series ofsix RegenOx <br /> injections performed 1 to 2 weeks apart. <br /> As with any other remediation technology, chemical oxidation projects often reach asymptotic <br /> performance conditions. Therefore, a realistic set of goals should be established before the <br /> project is started. In many cases a cost-effective treatment strategy includes the recommended <br /> number of RegenOx injections to rapidly reduce contaminant mass at the site, followed by <br /> application of a slow-release bioremediation amendment such as Oxygen Release Compound <br /> Advanced (ORC-A®) or Hydrogen Release Compound (HRC®). As noted earlier, this approach 1 <br /> assures continued long-term treatment of remaining contaminants through low-cost <br /> bioremediation after the chemical oxidation treatment is complete. <br /> Preliminary Aquifer Volume Testing <br /> Prior to application of the RegenOx material, it is critical that a clear water injection be <br /> performed at the site. The injection a non-reactive (clear water) material at a volume that is <br /> approximately 25% greater than the anticipated application volume of RegenOx will provide <br /> good evidence of the aquifers capacity to accept the designed volume of RegenOx. Please note, <br /> the preliminary aquifer volume test should be conducted outside of the desired on-site treatment <br /> area(s) in order to avoid overloading the subsurface with clear-water before applying RegenOx <br /> on-site. <br /> Performance Expectations <br /> Site Characterization <br /> This design/proposal is based upon site characteristics and professional opinions provided by your <br /> company. It is your responsibility to ensure that the site characteristics provided to Regenesis and <br /> subsequently used in this design are representative of actual site characteristics. Actual site <br /> characteristics e.g. identification of the appropriate vertical treatment zone, that vary from those provided <br /> for this design may directly affect the overall performance of the project. <br /> Subsurface Product Delivery <br /> Product delivery during application is of the highest importance in ensuring project success. Attention <br /> must be given to both horizontal and vertical placement of the product. The professional judgment of your <br /> associates should be used to identify the appropriate treatment zone (vertical and lateral). The identified <br /> treatment zone should consider the distribution of the targeted contaminant as well as variations in <br /> subsurface permeability that might preferentially channel the product during application. Finally, it is the <br /> responsibility your company to ensure that the field delivery methods used by the applier actually deliver <br /> the product into the identified treatment zone. <br /> Project Responsibility <br />
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