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ARCHIVED REPORTS XR0009475
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544711
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ARCHIVED REPORTS XR0009475
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Last modified
7/30/2019 3:10:02 PM
Creation date
7/30/2019 2:20:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009475
RECORD_ID
PR0544711
PE
3528
FACILITY_ID
FA0005478
FACILITY_NAME
CUTTER LUMBER
STREET_NUMBER
4004
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17525005
CURRENT_STATUS
02
SITE_LOCATION
4004 S EL DORADO ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Pilot Testing Report and Conceptual Corrective Action Pian July 15, 1994 <br /> Manna Pro, 4004 South EI Dorado, Stockton, CA 27 <br />' Under these assumptions, the groundwater remediation system will remove approximately 1 5 pore <br /> volumes per year <br />' The groundwater pumping wells will be plumbed into a manifold and fed into the groundwater <br />' treatment system Regulators and flow meters will be used to regulate groundwater pumping rates <br /> for each well The regulator and flow meters may be located inside a treatment compound or in a <br /> manhole at the extraction wells Consideration for these design details will be addressed in the final <br />' system design The final system design will also include the control logic for the entire system to <br /> shutdown in case of power or equipment failure <br /> The information presented above is intended to provide information regarding the thought process <br />' used for the conceptual design and specification of some of the major equipment items to be used <br /> for remediation of sods and groundwater It does not contain all the information used for every item <br />' which may be required at the site The equipment or specifications presented should be modified as <br /> necessary during the final design to comply with National Electric Code (NEC) standards and all <br /> applicable federal, state and local regulations <br /> 633 Vapor Treatment <br />' The initial hydrocarbon removal rate has been measured at concentrations up to 280,000 it g/I <br /> during the pilot testing Because of the initially high hydrocarbon removal rate, vapor treatment of <br /> air emissions will probably be required prior to discharge Vapor treatment systems are generally <br /> recommended dependant upon mass loading rates and corresponding treatment costs Typical <br />' values used by Groundwater Technology are presented below <br /> Hydrocarbon Concentration Vapor Treatment <br /> 1 Less than 250 jug/I Activated Carbon <br /> 250 y g/1 to 12,000 p g/I Catalytic Oxidation <br /> Greater than 12,000µg/I Thermal Oxidation <br /> Activated carbon is utilized at low hydrocarbon concentrations because of its simplicity and <br />' economy However, at higher hydrocarbon concentrations (>250 micrograms per liter Lag/1]) <br /> activated carbon becomes costly because of carbon usage and regeneration costs Catalytic <br />' oxidation is typically used for hydrocarbon concentrations between 250 u g/I and 12,000 <br /> Ag/I Catalytic oxidation also allows flexibility if hydrocarbon concentrations fluctuate <br /> 281OR034 070 <br /> GROUNDWATER <br /> TECHNOLOGY, INC <br />
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