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WORK PLANS 2011-2015
Environmental Health - Public
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EHD Program Facility Records by Street Name
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BEVERLY
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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
Fields
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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REGENESIS <br /> 11) Pour the applicable quantity of the pre-mixed RegenOxTm Activator into the <br /> oxidant:water solution. Mix the Oxidant and Activator using a power drill paint <br /> stirrer or other mechanical mixing device for at least 5 minutes until a homogenous <br /> mixture is formed. After mixing the RegenOxT"" mixture should be injected into <br /> the subsurface as soon as possible. <br /> 12) Do not mix more RegenOxT"" material than will be used over roughly 1 to 4 feet of <br /> injection so as to minimize potential above ground reaction/flocculation prior to <br /> injection. <br /> Transfer the contents of the mixing tank to the pump using gravity feed or <br /> appropriate transfer pump. (See Section 9.2: Pump Selection) For some types of pumps, <br /> it may be desirable to perform a volume check prior to injecting RegenOxTM <br /> 13) Connect the delivery hose to the pump outlet and the delivery sub-assembly. <br /> Circulate RegenOxT"^ though the hose and the delivery sub-assembly to displace air <br /> in the hose. NOTE: an appropriately sized pressure gauge should be placed between <br /> the pump outlet and the delivery sub-assembly in order to monitor application pump <br /> pressure and detect changes in aquifer backpressures during application. <br /> 14) Connect the sub-assembly to the drive rod. After confirming that all of the <br /> connections are secure,pump the RegenOxTM through the delivery system to <br /> displace the water/fluid in the rods. <br /> 15) Slowly withdraw the drive rods. Commonly RegenOxTM injection progress at 1- <br /> foot intervals. However, continuous injection while slowly withdrawing single <br /> lengths of drive rod(3 or 4 feet) is an acceptable option. The pre-determined <br /> volume of RegenOxTM should be pumped into the aquifer across the desired <br /> treatment interval. <br /> 16) Remove one section of the drive rod. The drive rod may contain some residual <br /> RegenOxTM. Place the RegenOxTM-filled rod in a clean, empty bucket and allow <br /> the RegenOx to drain. Eventually, the RegenOxTM should be returned to the <br /> RegenOxTM pump hopper for reuse. <br /> 17) Monitor for any indications of aquifer refusal. This is typically indicated by a spike <br /> in pressure as indicated or(in the case of shallow applications) RegenOxTM <br /> "surfacing"around the injection rods or previously installed injection points. At <br /> times backpressure caused by reaction off-gassing will impede the pumps delivery <br /> volume. This can be corrected by bleeding the pressure off using a pressure <br /> relief/bypass valve (placed inline between the pump discharge and the delivery sub- <br /> assembly) and then resume pumping. If aquifer acceptance appears to be low, as <br /> indicated by high back pressure, allow sufficient time for the aquifer to equilibrate <br /> prior to removing the drive rod. <br /> RegenOx Direct-Push Step-by-Step I www.regenesis.com 1949-366-8000 <br />
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