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ARCHIVED REPORTS_2002_3 JTD
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ARCHIVED REPORTS_2002_3 JTD
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Last modified
4/10/2023 12:53:01 PM
Creation date
7/3/2020 10:49:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2002_3 JTD
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
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2002_3.tif
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EHD - Public
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• personnel. Signage is posted to help direct the trucks. Depending on the <br /> customer, the trucks are either routed back over the scales or proceed out the <br /> driveway at Austin Road. <br /> The 1993 EIR (LSA 1993) for the existing Forward Landfill forecasted acceptable <br /> intersection levels of service for the landfill expansion including cumulative <br /> impacts. It also concluded that the addition of daily project traffic volumes along <br /> Mariposa Road, Austin Road, and French Camp Road would not have a <br /> significant impact on the arterial circulation network. The permitted vehicle <br /> count for the existing Forward Landfill is 435 one-way trips per day. <br /> There is currently no maximum vehicle count for the existing Austin Road <br /> Landfill. The traffic at the existing Austin Road Landfill has historically been <br /> comprised of ten-wheeled garbage trucks consisting of roll-offs, rear-loaders, and <br /> front-loaders. The typical weight for these types of vehicles is approximately 6.5- <br /> tons/loaded truck. Based on the currently permitted tonnage of 1,200 tons/day <br /> for the existing Austin Road Landfill, the vehicle count may be estimated as <br /> 185 one-way vehicle trips/day. <br /> • By combiningoperations of the two landfills traffic will be less of a nuisance <br /> p <br /> because trucks will be accessing only one entrance along Austin Road rather <br /> than two. The combined vehicle count would allow 620 one-way vehicle trips <br /> per day. Queing lanes are also provided within the site boundaries so that traffic <br /> does not back up onto Austin Road. <br /> 7.9 HAZARDOUS WASTE SCREENING PROGRAM <br /> The hazardous waste screening program for the site is conducted in accordance <br /> with the Load Checking Program for the Forward Landfill, (Forward, Inc., <br /> December 1992, Appendix K). The load checking program is designed to <br /> monitor that unacceptable waste are not discharged to any treatment or disposal <br /> WMU at the Forward Landfill. No hazardous wastes, designated wastes, or <br /> wastes exceeding moisture limitations are allowed to be discharged to any Class <br /> III WMU. No hazardous waste is to be discharged to any Class II WMU, with <br /> the exception of wastes granted a variance, such as ACM and automobile <br /> shredder wastes. The load checking program describes how waste loads are <br /> • inspected for hazardous wastes, designated wastes, and other unacceptable <br /> wastes that cannot be discharged to any treatment or disposal WMU at the <br /> forward Landfill JTD 7-19 <br /> L:\Allied\2000.193\Reports\td:Sec-7.0:05/24/02 BRYAN A.BTIRRAT 6 ASSOCIATES <br />
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