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ARCHIVED REPORTS_XR0005610
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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14800
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3500 - Local Oversight Program
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PR0545626
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ARCHIVED REPORTS_XR0005610
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Entry Properties
Last modified
11/19/2024 1:50:29 PM
Creation date
4/29/2020 1:42:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005610
RECORD_ID
PR0545626
PE
3528
FACILITY_ID
FA0000957
FACILITY_NAME
LATHROP GAS & FOOD MART*
STREET_NUMBER
14800
Direction
S
STREET_NAME
STATE ROUTE 99
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
19702004
CURRENT_STATUS
02
SITE_LOCATION
14800 S HWY 99 RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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I PPM EM ASSESSMENT FIEPORT <br /> 14800 West Frontage Road Manteca California <br /> breaking the molecular bonds This reaction also produces carbon dioxide and a <br /> secondary by-product Depending on the type of organic compound being destroyed, <br /> the secondary by-product can potentially be hazardous and may need to be disposed of <br /> or treated <br />' Before utilizing this treatment alternative, groundwater chemistry, contaminant type and <br /> concentration, and flow rates must be evaluated <br /> 5 2.3.4 Absorption <br /> Organic compounds may be absorbed onto a medium, such as activated carbon, as a <br /> treatment alternative Once the medium becomes saturated with the compound(s) it must <br /> be treated or replaced Because of the inherent costs associated with treatment or <br /> I replacement of the medium, this alternative is only practical for low flow and contaminant <br /> concentrations and is often used as a secondary treatment in conjunction with other <br /> systems When absorption is used as the primary treatment for dissolved organic <br /> I compounds, groundwater may need to be pre-treated to remove certain inorganic <br /> compounds to prevent clogging of the medium <br /> 5.2 3 5 Direct Discharge or Disposal <br /> Direct discharge or disposal can be a viable remed,at,on alternative when discharge <br /> chemistry, contaminant types and concentrations, and flow rates qualify for discharge to <br /> a sanitary treatment system, recycling facility, or surface water Factors that need to be <br /> considered prior to selecting this alternative include not only those mentioned above, but <br /> the availability of a sanitary treatment facility and/or surface water, transportation costs, <br /> permitting requirements, characterization requirements, and liability <br /> Typically, sanitary districts and recycling facilities require complete characterization of the <br /> waste stream, regular monitoring, and a fee for discharge to the facility Direct discharge <br /> to a storm sewer system or surface water body is permitted under the NPDES The <br /> NPDES permit system requires on going characterization of the waste stream, complete <br /> facility description, and a complete description of the surface water system to which the <br /> waste stream is discharged <br /> 5 2.3.6 Separation/Filtration <br /> Separation/filtration of sludge, liquid hydrocarbons (free product), and inorganic <br /> compounds is utilized to increase treatment and disposal options of extracted <br /> groundwater Separation typically involves the use of a tank or pond to allow either <br /> rsettling of solids or the separation of undissolved organic constituents from groundwater <br /> The by-products are regularly collected and disposed of appropriately Methods of <br /> filtration include reverse osmosis, ultrafiltration, micro-filtration, bipolar separations, and <br /> electrolysis The newer filtration systems are more chemically resistant and versatile <br /> Filtration systems generate waste concentrate that must also be disposed of <br /> appropriately <br /> 90-097A PAR 16 <br />
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