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SITE INFORMATION AND CORRESPONDENCE_1992
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PR0506824
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SITE INFORMATION AND CORRESPONDENCE_1992
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Last modified
4/7/2020 2:59:29 PM
Creation date
4/7/2020 2:38:50 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
1992
RECORD_ID
PR0506824
PE
2960
FACILITY_ID
FA0007648
FACILITY_NAME
DDRW - SHARPES
STREET_NUMBER
850
Direction
E
STREET_NAME
ROTH
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19802001
CURRENT_STATUS
01
SITE_LOCATION
850 E ROTH RD BLDG S-108
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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C-SHADRIFS91.6/GWPP.9 <br /> 01/22/92 <br /> Alternative 2, GAC treatment, involves pumping contaminated groundwater <br /> through a bed of granular activated carbon (GAC) which is capable of removing <br /> contaminants from groundwater through adsorption. This alternative has an <br /> estimated present-worth cost of $6,264,000 and requires 16 years to complete <br /> remediation. The major components of Alternative 2 are the same as for <br /> Alternative 1 with GAC treatment substituted for the air stripping system. <br /> Alternative 3, ozonation with hydrogen peroxide (H2O2) and ultraviolet (LTV) <br /> light, converts contaminants in the groundwater water to innocuous compounds <br /> (such as water, carbon dioxide, and chloride ion) which remain in the water. <br /> This alternative has an estimated present-worth cost of $6,976,000 and requires <br /> 16 years to complete remediation. The major components of Alternative 3 are <br /> the same as for Alternative 1 with an ozonation unit with W light and <br /> secondary H2O2 treatment substituted for the air stripping system. <br /> Alternative 4, fixed-bed biological towers, uses microbial bacteria, which are <br /> supported on media in a tower, to biologically remove contaminants from the <br /> groundwater. This alternative has an estimated present-worth cost of <br /> $9,655,000 and requires 16 years to complete remediation. Alternative 4 would <br /> also reduce VOC concentrations in the groundwater to acceptable levels. The <br /> major components include: <br /> Extraction wellfield and associated piping network; <br /> Equalization tank to stabilize organics and groundwater flow in the <br /> influent; <br /> Nutrient feed to enhance growth of microorganisms; <br /> Air source to provide oxygen to the aerobic microorganisms; <br /> Three fixed-bed biological towers to reduce organics in groundwater; <br /> 11 <br />
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