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ARCHIVED REPORTS_2008_29
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ARCHIVED REPORTS_2008_29
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Last modified
7/17/2020 3:53:28 PM
Creation date
7/3/2020 10:54:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2008_29
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_2008_29.tif
Tags
EHD - Public
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Leachate Evaporation Basins. Leachate collected from the waste management <br /> units is transferred to on-site storage ponds, where it evaporates. There are two <br /> ponds, one at the northwestern side of the site, adjacent to the former Austin <br /> Road landfill (WMU F West), and the other (WMU F North) on the southwestern <br /> corner of the original Forward portion of the landfill. A third pond, WMU F <br /> South, is permitted, but not yet constructed, south of the South Creek. <br /> Sedimentation Basins. All site surface water that has not come in contact with <br /> waste is directed into one of three existing sedimentation basins. Two basins are <br /> located in the southern portion of the FL, on either side of the South Creek in the <br /> southwest corner of the site. The third basin is located on the west side of the <br /> northern portion of the FL. Water collected in the basins is sampled in <br /> accordance with the site's SWPPP before it is discharged to the North or South <br /> Creeks. <br /> 4.1.4.1 BORROW/STOCKPILE AREAS <br /> Two soil borrow areas are currently available at FL including property north of <br /> the North Creek and the areas planned for future WMUs. Excavated materials <br /> are stockpiled adjacent to the current refuse cell for use as daily and <br /> intermediate cover. Excavation is conducted concurrent with refuse disposal <br /> throughout the development of the landfill within the refuse footprint. Soils <br /> excavated are utilized as daily, intermediate, and final cover, as well as for the <br /> soil components of the composite liner system. Any excess soils are placed in <br /> stockpiles over the future fill areas, up to the maximum permitted elevation. The <br /> FL currently operates with an overall soil shortage. <br /> Excavation and stockpiling operations are conducted so as not to interfere with <br /> disposal and other ancillary operations. Proper drainage control is maintained <br /> and the stockpile areas graded to promote lateral run-off of precipitation into <br /> surface water control facilities. <br /> 4.1.4.2 ACCESS ROAD <br /> Access to the landfill is from Austin Road as shown on Figure A. Austin Road is a <br /> rural two-lane, paved road oriented north/south connecting to Mariposa Road to <br /> the north which ultimately connects with Highway 99. There are four access <br /> Forward Landfill-Project Description 4-8 BRYAN A.STIRRAT A ASSOCIATES <br /> (j:\Allied\Forward\2007.0018 Lateral Expansion\Reports\Prof Descrip\021308 Final Proj Des\Sec 4.doc:2/13/2008) <br />
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