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COMPLIANCE INFO_FINAL WMU FU-23 DESIGN RPT & CONCURRENCE LTRS
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COMPLIANCE INFO_FINAL WMU FU-23 DESIGN RPT & CONCURRENCE LTRS
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Last modified
12/1/2023 8:51:58 AM
Creation date
11/30/2023 9:10:04 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
FINAL WMU FU-23 DESIGN RPT & CONCURRENCE LTRS
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
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SJGOV\cfield
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EHD - Public
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<br /> <br />Central Valley Regional Water Quality Control Board <br />17 May 2023 <br />CERTIFIED MAIL AND EMAIL <br />7021-2720-0003-0982-7424 <br /> <br />Krisneil Nair <br />Environmental Manager <br />Forward Landfill <br />9999 South Austin Road <br />Manteca, CA 95336 <br />CONCURRENCE WITH DESIGN REPORT FOR WASTE MANAGEMENT UNIT FU- <br />23; FORWARD LANDFILL; SAN JOAQUIN COUNTY <br />Central Valley Regional Water Quality Control Board (Central Valley Water Board) staff <br />reviewed the 20 February 2023 Design Report Waste Management Unit FU-23, <br />Forward Landfill (Design Report) for Forward Landfill in San Joaquin County. The <br />Design Report was prepared by Lewis Engineering on behalf of Forward, Inc. <br />(Discharger). The Design Report includes the liner system design, construction plans, <br />construction specifications, and a construction quality assurance (CQA) plan. The <br />facility is regulated under Water Discharge Requirements (WDRs) Order No. R5-2014- <br />0006 and Cleanup and Abatement Order (CAO) No. R5-2017-0703. <br />Waste Management Unit (WMU) FU-23 is an approximately 4.5-acre, Class II landfill <br />waste management unit located on the eastern side of the facility. WMU FU-23 <br />connects to landfill WMU FU-17 and WMU FU-19 on the west. The areas to the north <br />and east of FU-23 are currently undeveloped. The area north of FU-23 is used as a <br />stockpile and soil borrow area. <br />The base liner components of WMU FU-23 consist of the following, from top to bottom: <br />• 12-inches thick operations layer <br />• Non-woven geotextile filter layer <br />• 12-inches thick granular drainage material and LCRS <br />• Cushion geotextile <br />• Primary 60-mil textured HDPE geomembrane liner <br />• 24-inches thick compacted clay liner with minimum permeability of 1x10-7 cm/sec <br />• Subgrade <br />
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