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CORRESPONDENCE_2010-2015
Environmental Health - Public
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CORRESPONDENCE_2010-2015
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Last modified
12/23/2024 1:48:16 PM
Creation date
7/3/2020 10:56:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2010-2015
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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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2010-2015.tif
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EHD - Public
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Stormwater Pollution Prevention Plan and Storm Water Monitoring Plan. <br />If the pond is at capacity and the stormwater samples comply with the <br />discharge requirements, non -contact water is discharged to the South <br />Fork of Little Johns Creek. A log is kept on site recording the volume of <br />non -contact water discharged to the creek from the pond. <br />Pond #3 includes a spill way that allows the non -contact water to flow <br />directly into the North Fork of Little Johns Creek. However, the non - <br />contact water is sampled and analyzed in accordance with Forward <br />Landfill storm water monitoring plan before the elevation of the non - <br />contact water in the pond is at the spillway elevation. If the non -contact <br />water is unacceptable for release, the liquid will be transferred to the <br />doubled lined leachate evaporation ponds. <br />The top deck of the Forward Landfill has been graded to drain to a series <br />of culverts and downdrain pipes. The non -contact water is then directed <br />to the sedimentation ponds via a system of v -ditches. Culvert pipes and <br />fabric with gravel have been added to the ditches to prevent erosion. <br />4. Leachate <br />All active waste management units (WMUs) are built to Subtitle "D" <br />standards and have complete leachate collection and removal systems <br />(LCRSs) installed. Leachate is collected at the sump located in each WMU <br />and directed to one of two leachate evaporation ponds. One pond is <br />located in the southwest corner of the southern portion of the Forward <br />Landfill. The other is located directly west of WMU FU -03. The volume of <br />leachate discharged to the leachate ponds is recorded in an onsite log. <br />The site will be routinely inspected for leachate seeps from the landfill <br />slopes. The inspections will be performed daily and any observed <br />
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