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ARCHIVED REPORTS_2011_19
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ARCHIVED REPORTS_2011_19
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Last modified
7/17/2020 8:35:34 PM
Creation date
7/3/2020 10:56:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2011_19
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2011_19.tif
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EHD - Public
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4.2 Land Use <br /> Forward Landfill as permitted is compatible with surrounding land uses and is considered a <br /> major impact service in the AG-40 zoning designation. The proposed LFGTE facility is an <br /> ancillary facility to Forward Landfill because it is a means of controlling LFG. The proposed <br /> LFGTE facility should,therefore, also be considered compatible with surrounding land use. <br /> San Joaquin County adopted the San Joaquin County Multiple Species Conservation and Open <br /> Space Plan (SJMSCP) in February 2001. The SJMSCP serves as comprehensive mitigation for <br /> impacts to threatened, endangered, rare and other unlisted SJMSCP Covered Species. Forward <br /> has participated in the SJMSCP since October 2004. <br /> In addition, the proposed LFGTE Facility does not conflict with any applicable land use plan, <br /> policy or regulation, natural community conservation plan and does not divide an established <br /> community. <br /> 4.3 Geology/Soils <br /> Based on the information provided in Section 3.4, the site soils consist of sandy silt, clayey silt, <br /> silt, and clay to approximately 100 feet below ground surface (bgs). Firm foundation conditions <br /> are,therefore, anticipated for the LFGTE facility structure although a few feet of the top soil may <br /> need to be stripped and replaced with more suitable materials. <br /> A detailed geotechnical investigation will be performed prior to construction of the LFGTE <br /> facility. The geotechnical report will provide foundation recommendations and will evaluate <br /> seismic requirements. <br /> 4.4 Aesthetics <br /> The proposed location of the LFGTE facility is on the east side of Forward Landfill, adjacent to <br /> Austin Road. It will be located adjacent to an existing 50-ft high flare. A new flare will be <br /> constructed as part of the LFGTE facility; however, the new flare is smaller than the existing <br /> flare and will have a 25-inch diameter and 50-ft high stack. The LFGTE facility structure has a <br /> height of approximately 24-ft. <br /> Because the topography is fairly flat, the proposed LFGTE facility will be readily observed from <br /> Austin Road. However, it is directly adjacent to the landfill,which has a much greater height <br /> and substantially more mass. The proposed LFGTE facility should blend in with the landfill and <br /> existing LFG flare as an ancillary facility. <br /> 4.5 Air Quality <br /> Air quality and greenhouse gas emissions were evaluated by SCS Engineers in a report titled <br /> "Authority to Construct Permit Application, Landfill Gas-Fired IC Engines and Enclosed Waste <br /> Gas Flare, Forward Landfill, Manteca, California, April 2011." The SCS report is included in <br /> C:\Documents and Sdttingsye simsm\Desktop\For d LFGTE-Project Description.doc <br /> CORNERSTONE 4-2 LEWIS ENGINEERING <br /> E.111-1-1 6...p.LCC <br />
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