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ARCHIVED REPORTS_2001_2
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ARCHIVED REPORTS_2001_2
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Last modified
7/17/2020 3:53:22 PM
Creation date
7/3/2020 10:48:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2001_2
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_2.tif
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS -2- <br /> FORWARD INC.,FORWARD LANDFILL <br /> SAN JOAQUIN COUNTY <br /> Class I for the purpose of closure and postclosure maintenance in Order No. 89-148. The <br /> cover consists of a foundation layer, a 24—inch, 1x10.6cm/sec compacted clay layer, an <br /> 18—inch vegetative drainage layer, and a culvert drainage system A Final Hazardous Waste <br /> Facility Post-Closure Permit Modification No. 2 was issued by the Department of Toxic <br /> Substances (DTSC) on 7 June:1995 to update, modify and reformat the Hazardous Waste <br /> Facility Post-Closure Permit. Thepermit,auxthorizes,the Das ger°to conduct post-closure <br /> maintenance, ground water monitoring, and corrective action for ground water <br /> contamination with respect to V vlU A- <br /> 5. The discharger proposed the operation of a composting facility in a Report of Waste <br /> Discharge dated 26 April 1996. Waste Discharge Requirements for the-composting facility <br /> were waived, in accordance with Resolution No. 96--031, Conditional Waiver of Waste <br /> Discharge Requirements for Composting Operations, and with the conditions that the <br /> facility will be built and operated as described in the 26 April 1996 Report of Waste <br /> Discharge. <br /> 6. The discharge proposes an alternative to the prescriptive liner requirements of Chapter 15. <br /> The alternative design substitutes a Geosynthetic.Clay Liner(GCL)for,the prescriptive <br /> 2-foot thick compacted clay component of the liner system. The Discharger also <br /> demonstrated that the design was in accordance with the Subsections 251.*)and(c) of <br /> Article 1. Subsections 2510(b)and (c) describe the Board's authority to consider <br /> alternatives to construction or prescriptive standards. The Discharger demonstrated-that the <br /> engineered alternative is feasible and consistent with the performance goal and affords <br /> equivalent protection against water quality impairment. <br /> 7. In the Spring of 1994, the Discharger constructed a.vtemporarynStii, ' 'on Pad°(SRP), <br /> consisting of one-foot of compacted clay, which was used to bioremediate petroleum (diesel <br /> and oil) contaminated soil from late Maythrough September:1994 ,1995. In Septemberr <br /> of those years, all of the soil undergoing treatment about-3-4 inches ofthe compacted <br /> clay liner were removed from the SRP and-placed. n the WMUs. The'SPP`was scheduled to <br /> be closed, however, the Discharger-is>now proposing to reuse, not close the SRP. <br /> Petroleum contaminated soils currently stockpiled in WMU G at the landfill will be treated <br /> on the SRP in future years. The Discharger proposes to continue using this SRP. The SRP <br /> is only operated in the dry months during fair weather and is not currently encroaching on <br /> any operational WMUs. <br /> 8. Waste management units at Forward are described in the following table. The acreage <br /> shown(213 acres) is greater than the size of the property(157 acres) because some units <br /> overlap. <br /> { <br />
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