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SITE INFORMATION AND CORRESPONDENCE_1992
EnvironmentalHealth
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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
Fields
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:\SHAD\APPM.2 <br /> NOV. 1991 <br /> Two treatment areas already exist, a third treatment area is proposed. Each <br /> treatment area will contain two packed tower air strippers and associated <br /> pumps and blowers, vapor phase carbon units, and an equalization tank. In <br /> addition to the 40 ft x 40 ft treatment area, various groundwater extraction <br /> and discharge piping networks will be located in each area. <br /> An evaporation pond with connector wells is proposed for disposal of a <br /> portion of the treated groundwater. The proposed evaporation pond is <br /> approximately 1,125 ft x 675 ft and will be located south of the North Balloon <br /> Area. Connector wells located in the evaporation pond will reinject treated <br /> groundwater, using the static head of the water level in the pond as the <br /> driving pressure, into the three aquifers zones below the site. That portion of <br /> the treated groundwater not disposed of in the evaporation pond with <br /> connector wells will be either: <br /> o used for reuse by the DESTEC Operating Company (for their <br /> Cogeneration facility), or <br /> o discharged to the South San Joaquin Irrigation Drainage Canal, <br /> through an existing transmissions line. <br /> Additionally, the need for a backup disposal system is currently being <br /> evaluated and may be utilized in addition to the above described disposal <br /> systems. Specifically, this backup system would consist of a discharge <br /> pipeline from the site to the San Joaquin River. An estimated 20,000 feet <br /> of pipe would be required between the site and the river. <br /> 9. Sauarg fqQhW. Total square footage of the three treatment areas is <br /> approximately 4800 square feet (ft) (maximum). Groundwater extraction and <br /> discharge piping networks will also be located on site. <br /> 10. Number of floors of construction. The treatment system is constructed on <br /> ground level. <br /> 11. Amount of off-street parking provided. None. Groundwater treatment areas <br /> are unmanned, automated facilities. Off-street parking is available in the <br /> vicinity of the treatment facilities for infrequent maintenance visits. <br /> 12. Attach Plans. Construction plans have not been developed at this time. <br /> 13. Proposed scheduling. The groundwater treatment facilities in the North <br /> Balloon and South Balloon Areas currently exist at Sharpe. Construction of <br /> M-2 <br />
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