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SITE INFORMATION AND CORRESPONDENCE_1992
EnvironmentalHealth
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2900 - Site Mitigation Program
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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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3.e Treated effluent may be discharged to either the South <br /> San Joaquin Irrigation District Canal or the San <br /> Joaquin River. The treated effluent will meet State <br /> and Federal Drinking Water Standards. Two existing <br /> ground water treatment facilities already discharge to <br /> the Irrigation Canal. The discharge to the Irrigation <br /> Canal will not exceed the existing permitted flow <br /> rates. <br /> 3.f Ground water contaminated by volatile organic compounds <br /> (VOCs) will be extracted for remediation. Ground water <br /> extraction wells will be constructed to provide capture <br /> of the contaminant plume. Thereby, drawing down the <br /> water table. Treated ground water will also be <br /> reinjected, as part of the treatment disposal option. <br /> The reinjected ground water may assist in plume control <br /> and may expedite ground water cleanup. <br /> 3 .g The ground water extraction system will be designed to <br /> remove VOCs from the ground water. Thereby improving the <br /> quality of the ground water. <br /> 3 . i The ground water extraction and treatment system will <br /> be designed to operated continually. Therefore, <br /> treated effluent may need to be disposed to a surface <br /> water even during periods of flooding. This may result <br /> in a possible increase of potential flooding. However, <br /> the estimated effluent flow will be comparatively small <br /> when considering a flood event. <br /> 6.a Heavy machinery will be utilized to construct the <br /> ground water extraction wells, treatment and disposal <br /> facilities, and the associated pipelines and fixtures. <br /> Minor increases in the existing noise levels will occur <br /> during the construction phase. Additionally, the <br /> treatment facility will include a blower system that <br /> will result in minor increases in the existing noise <br /> levels. However, the noise increases should be highly <br /> localized. <br /> 6.b Heavy machinery will be utilized to construct the <br /> ground water extraction wells, treatment and disposal <br /> facilities, and the associated pipelines and fixtures. <br /> Possible short term exposures to severe noise, <br /> surrounding well drilling equipment, may occur and will <br /> be limited to the construction phase. <br /> 10.a Heavy machinery will be utilized to construct the <br /> ground water extraction wells, treatment and disposal <br /> facilities, and the associated pipelines and fixtures. <br /> Petroleum based fuels will be used to operate the <br /> machinery. The risk of a release of petroleum based <br /> 2 <br />
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