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SU0011836
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SU0011836
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Last modified
12/18/2023 10:35:38 AM
Creation date
9/4/2019 10:04:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0011836
PE
2656
FACILITY_NAME
PA-1800090
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336-
APN
20106003, -05, 18115007, -16
ENTERED_DATE
6/26/2018 12:00:00 AM
SITE_LOCATION
9999 S AUSTIN RD
RECEIVED_DATE
8/15/2023 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
FilePath
\MIGRATIONS\A\AUSTIN\9999\PA-1800090\SU0011836\APPL.PDF \MIGRATIONS\A\AUSTIN\9999\PA-1800090\SU0011836\EHD COND.PDF \MIGRATIONS\A\AUSTIN\9999\PA-1800090\SU0011836\DRAFT SEIR-09-2018.PDF \MIGRATIONS\A\AUSTIN\9999\PA-1800090\SU0011836\EIR-07-2018.PDF
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EHD - Public
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Draft Supplemental Environmental Impact Report Page VIII-63 <br /> Forward Inc.Landfill 2018 Expansion Project <br /> contaminants to groundwater. These measures include LFG extraction and delivery to <br /> the on-site cogeneration plant.The existing LFG extraction wells and the LFG extraction <br /> system will be expanded to include LFG extraction wells in the proposed northern and <br /> southern expansion area to prevent any LFG impacts to groundwater. <br /> As far as potential contamination of surface water bodies such as Littlejohn's Creek,the <br /> base of all WMUs are below the elevation of the creek and, as discussed in the preceding <br /> paragraphs,the liner and LCRS in these WMUs is protective of underlying <br /> groundwater.If any spills were to occur outside a lined WMU,the area would be <br /> remediated in accordance with Forward's Emergency Action Plan contained within <br /> Forward's Site Health and Safety Program (Forward Landfill Joint Technical Document, <br /> SWT,January 2018).Also,all surface water runoff from operating areas would be routed <br /> to onsite sedimentation and stormwater ponds and away from the creek.Therefore,the <br /> potential for a spill affecting the function or habitat of the creek is considered less than <br /> significant. <br /> J-1c. Please see response to Item J-1A <br /> J-2.The regional groundwater gradient surrounding the Forward Landfill has <br /> historically been and continues to flow to the north and northeast. Locally,the <br /> groundwater flow direction within the southern half of the Forward site,began to shift <br /> from the regional northeastern flow direction to a more southeasterly flow direction, <br /> beginning in 2011. It is believed that the local southeasterly gradient is associated with <br /> pumping of agricultural wells south of the Forward Landfill (Forward Landfill <br /> Quarterly Groundwater Monitoring Report,Third Quarter 2018,GLA, October 2018). <br /> There are five agricultural wells south of the Forward Landfill. The closest is the <br /> �i Brocchini well on the southwest corner of Forward Landfill property, on the north side <br /> of Lttlejohns Creek.Four other agricultural wells,8262, 101744, 097907 and 6840, are <br /> located between 800 and 2,600 feet south of Forward Landfill. These wells are screened <br /> from between 130 feet bgs and 376 feet bgs and produce a total of approximately 1,000 <br /> gpm. The closest Brocchini well is screened from 276 to 376 feet bgs. <br /> The only VOCs measured relatively consistently at quantifiable concentrations (above <br /> estimated trace concentrations)in groundwater samples recently have been in the two <br /> Forward Unit wells MW-17 on the northwest corner, and MW-16 on the northeast <br /> corner. Both wells monitor the uppermost water-bearing zone. The nearest of these <br /> wells to the LaForge wells is well MW-16.The measured VOCs in groundwater samples <br /> from this well have not exceeded either state-or federally established Maximum <br /> Contaminant Levels(MCLs [public drinking water standards]). MCLs are conservative <br /> limits established by US EPA and the State of California for acceptable public drinking <br /> water. Groundwater contaminants below MCLs are therefore considered safe for <br /> drinking by the public. Since the localized change in flow direction was identified,no <br /> VOCs have been detected in groundwater samples from wells MW-22 and MW-23R, <br /> located downgradient(south)of the landfill, along the southern property boundary. <br />
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