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ARCHIVED REPORTS_2011_1
Environmental Health - Public
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ARCHIVED REPORTS_2011_1
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Last modified
7/17/2020 3:53:37 PM
Creation date
7/3/2020 10:44:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2011_1
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2011_1.tif
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EHD - Public
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Rev.0,4/22/11 <br /> Project 110219 <br /> continental sediments derived from the Sierra Nevada were deposited in the valley with several <br /> alluvial and debris flow units overlapping the older crystalline and metamorphic bedrock units of <br /> the Sierra Nevada. Quaternary alluvial deposits of the Modesto Formation (Qm) and the slightly <br /> older Riverbank Formation (Qr) are primarily located north and west of the site and are typically <br /> found adjacent to Mormon Slough. <br /> Two geologic formations are mapped at the landfill and adjacent land surrounding the landfill. <br /> These formations consist of the Tertiary Laguna Formation (Tl) and the Tertiary Mehrten <br /> Formation (Tm). The Mehrten is mapped throughout the landfill property, with the exception of <br /> the northeast corner mapped as Laguna(JTD Figure 11 in Appendix C). <br /> Site soil consists of silty sand, clayey silt, and silty clay to approximately 10 feet bgs. These <br /> lithologic units are typically underlain by cemented sandy silt to approximately 30 feet bgs. <br /> These units correlate with the mapped Mehrten and Laguna Formations. The assessment of site <br /> geology is based on boring logs at various locations on the facility. <br /> 3.5 Seismicity <br /> A vicinity fault map is provided in Appendix C (JTD Figure 13). Five nearby faults (Central <br /> Valley Coast Range, Greenville, Calaveras, Hayward, and San Andreas) were used in the <br /> seismicity study that estimated ground motions at the landfill. The maximum probable <br /> earthquake MPE magnitudes for the five faults ranged from 6.3 (Greenville) to 8.0 (San <br /> Andreas). Peak ground acceleration based on the five nearby faults ranged from 0.027 g to <br /> 0.054 g. <br /> 3.6 Air Quality <br /> San Joaquin County is located within the San Joaquin County Valley Air Basin (SJVAB). The <br /> SJVAB is defined by the Sierra Nevada Mountains in the east, the Coast Range in the west, and <br /> the Tehachapi Mountains in the south. The valley opens to the sea in the north at the Carquinez <br /> Straits via San Francisco Bay. <br /> The region's topographic features restrict air movement throughout the basin, resulting in weak <br /> air flow which becomes stagnant when high barometric pressure forms over the region. The <br /> SJVAB is highly susceptible to pollution accumulation over time. Stagnation effects are more <br /> pronounced in the southern portion of the valley, but the Stockton area also experiences <br /> prolonged periods of restricted atmospheric dispersion. Because of the poor ambient air quality, <br /> FSL has been active in preventing further degradation of air quality at the landfill site by <br /> implementing monitoring and control programs for landfill gas, dust, and odors. <br /> In addition, FSL complies with Federal, State and local regulations. The SJVAPCD has <br /> jurisdictions over air quality matters in the SJVAB. Ameresco has submitted an application for <br /> an Authority to Construct with the SJVACD in August 2010 and submitted an "Addendum to <br /> Authority to Construct/Title V Application (No. N-1103269), Landfill Gas-to-Energy Facility, <br /> Foothill Landfill, Linden, California" on October 18, 2010 lowering the facility emission levels <br /> XAPROJECMAMERESCOA 10219-FOOTHILL LFGTE FACTUM ENGINEF.RING\San Joaquin County Site App-1 ApplicationTooM LFGTE-Project Description(final 4-22-11).doc <br /> CORNERSTONE 3-3 LEWIS ENGINEERING <br /> E—i.on mental G—p,LLC <br />
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