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ARCHIVED REPORTS_2001
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ARCHIVED REPORTS_2001
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Last modified
7/17/2020 3:53:23 PM
Creation date
7/3/2020 10:48:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2001
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_2001.tif
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EHD - Public
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meet the construction standards for these types of waste. This would include <br /> modifying the design criteria for the existing Austin Road Landfill areas to <br /> incorporate Class II design criteria such as designing for the Maximum Credible <br /> Earthquake (MCE) and a 1,000-year, 24-hour storm event. Landfill operations <br /> would be consistent with those currently being implemented at the existing <br /> Forward Landfill. <br /> Forward is currently performing a health risk assessment to assess potential <br /> environmental impacts oftthe revised waste stream. The health risk assessment <br /> was completed in August 2001. <br /> Forward is also proposing that the individual daily tonnage values for each existing <br /> landfill are combined into one tonnage rate for..the, - ined,.landfills. The <br /> existing Forward and Austin Road Landfills are currently permitted to accept 6,680 <br /> and 1,200 tons/day, respectively. The combined tonnage rate would allow 7,880 <br /> tons/day. <br /> The combined tonnage rate of 7,880 tons/day also reflects the existing permitted a <br /> traffic to the site. The existing Forward Landfill is currently permitted to allow <br /> 435 one-way vehicle trips/day. The existing Austin Road Landfill allows <br /> 185 one-way vehicle trips. The combined vehicle count would allow 620 one-way <br /> vehicle trips/day. <br /> 4.4 WASTE INFLOW RATES <br /> The projected annual inflow rate to the combined:Forward Landfill over the next <br /> five years is estimatedto be approxi rately 1,695,210 tons, which corresponds <br /> to a daily average inflow,rate of approximately 4;670 tons, seven days a week. <br /> The diminishing:landfillcapacity for the Forward Landfit is included on Table 8. <br /> 4.5 SITE CAPACITY <br /> As previously discussed, the disposal area footprint consists of approximately <br /> 387.8 acres. The total site capacity is based on the difference between the <br /> estimated subgrade excavation and the final disposal area contours. The <br /> remaining gross airspace for the Forward Landfill, as of January 2000, is <br /> 51,040,000 cy. Appendix C presents information regarding gross air space, final, <br /> intermediate and daily cover requirements and remaining refuse capacity. The <br /> Forward Landfill jTD 4-9 <br /> L:\AI lied\2000.193\Reports\fina Ijtd:Sec-4.0.doc:08/20/01 <br /> BRYAN A.STIRRAT S ASSOCIATES <br />
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