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CORRESPONDENCE_2006-2009
Environmental Health - Public
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4400 - Solid Waste Program
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PR0440005
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CORRESPONDENCE_2006-2009
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Entry Properties
Last modified
10/3/2025 2:07:00 PM
Creation date
7/3/2020 10:50:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2006-2009
RECORD_ID
PR0440005
PE
4433 - LANDFILL DISPOSAL SITE
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
201060013, 5
CURRENT_STATUS
Active, billable
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2006-2009.tif
Site Address
9999 AUSTIN RD MANTECA 95336
Tags
EHD - Public
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0 0 <br /> All non-contact water in locations #1 and #2 are held in a sediment pond <br /> and then sampled and analyzed in accordance with Forward Landfill's <br /> 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 fork <br /> of Little Johns Creek. A log is kept on site recording the volume of non- <br /> 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-contact <br /> water is sampled and analyzed in accordance with Forward Landfill storm <br /> water monitoring plan before the elevation of the non-contact water in the <br /> pond is at the spillway elevation. If the non-contact water is unacceptable <br /> for release, the liquid will be transferred to the doubled lined leachate <br /> 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 syatem 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 (WMU) 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 />
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