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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 II-30 <br /> Forward Inc. Landfill 2018 Expansion Project <br /> sedimentation during the specifications and standard construction BMPs during the construction phase of the Significant <br /> construction phase of the South Branch of Sough Littlejohns Creek realignment. Construction of the realigned <br /> relocation of the South creek channel shall be implemented during the dry season. <br /> Branch of South This would reduce potential impact of sedimentation from the proposed creek <br /> Littlejohns Creek. alignment to a less-than-significant level. <br /> F.9. The expansion of the Less than significant. None required. Less than <br /> landfill would result in Significant <br /> the removal of existing <br /> groundwater monitoring <br /> wells. <br /> G. SOILS AND <br /> GEOLOGY <br /> G.1. Seismic shaking Proposed as Part of the Project. Less than <br /> could impair or Significant <br /> otherwise compromise The project sponsor has prepared a seismicity study for the site, with details <br /> both the existing and in Appendix D of the Geotechnical Investigation Report (Geo-Logic, 2008a, <br /> proposed (for the new 2008b) and the Geosyntec (1999) report. If the potential maximum peak <br /> expansion areas)Class II ground acceleration in the seismicity study is greater than that assumed in <br /> liner and associated the preliminary design, the final project design analysis will make <br /> leachate collection modifications needed to meet the factor of safety (determinations may be <br /> system integrity, causing subject to the approval of the CalRecycle and/or RWQCB). Impacts to the <br /> slope instability, damage new liner and drainage system installed will be monitored as appropriate <br /> to drainage features, or based on any stipulations of the CalRecycle and/or RWQCB. <br /> differential settlement of <br /> the landfill over the life <br /> of the project, or <br /> following closure. <br />
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