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SU0007861
Environmental Health - Public
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SU0007861
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Entry Properties
Last modified
1/6/2020 11:37:03 AM
Creation date
9/4/2019 10:03:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0007861
PE
2675
FACILITY_NAME
PA-0800105
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
APN
20106003
ENTERED_DATE
8/11/2009 12:00:00 AM
SITE_LOCATION
9999 S AUSTIN RD
RECEIVED_DATE
7/24/2009 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\A\AUSTIN\9999\EIR PA-0800105\NOP.PDF
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EHD - Public
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Draft.Environmental Impact Report Page II-21 <br /> Forward Inc. Landfill Expansion <br /> the responsibility of the RWQCB and must be carried out under their permit <br /> authorization;and <br /> • The groundwater capture and remediation system will be augmented to capture <br /> the current offsite plume to the satisfaction of the RWQCB based on their review <br /> of the current Source Control Report before them and other forthcoming reports. <br /> Identified in This EIR: <br /> Mitigation Measure F.6:Water quality at the offsite wells, such as the two private wells <br /> along Austin Road and the CYACC wells, shall be monitored quarterly to determine <br /> effectiveness of the new extraction system to be installed, currently being reviewed by <br /> the RWQCB. Continued operation of the augmented groundwater extraction system at <br /> the site would help limit the contaminant plume from expanding further downgradient <br /> but would not address the offsite component potentially beyond the reach of the newly <br /> proposed wells, such as the affected NCYCC wells. The NCYCC and the other offsite <br /> private wells would only likely achieve the WQOs through long-term attenuation and <br /> dilution over time. <br /> F.7. Potential decreases Identified in This EIR: Less than <br /> in groundwater Significant <br /> resources due to loss of Mitigation Measure F.7: Two infiltration methods are currently used at the landfill. <br /> recharge surface area and The groundwater currently pumped by the former agricultural well is used onsite;thus, <br /> groundwater pumping some of it will infiltrate through the unlined parts of the site and migrate back to the <br /> groundwater aquifer from where it was extracted. Secondly, the treated groundwater <br /> from the groundwater extraction system is discharged into the infiltration basin, which <br /> recharges aquifers below and moves offsite. <br /> Treated groundwater from the groundwater extraction system is infiltrated back to the <br /> aquifer through an infiltration basin located near well MW-11. This has resulted in a <br /> dilution of the previous concentrations at M W-11 but and may have bifurcated the <br /> plume between a northern and northeastern component but has not mitigated the <br /> plume from further downgradient. More changes to the current infiltration system and <br /> groundwater extraction is currently being reviewed by the applicant.The RWQCB is <br /> currently reviewing a Source Control Report by the applicant to address the need for <br />
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