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ARCHIVED REPORTS_2014
Environmental Health - Public
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2014
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Last modified
7/18/2020 7:40:13 AM
Creation date
7/3/2020 11:03:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014
RECORD_ID
PR0440058
PE
4433
FACILITY_ID
FA0004518
FACILITY_NAME
NORTH COUNTY LANDFILL
STREET_NUMBER
17720
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06512004
CURRENT_STATUS
01
SITE_LOCATION
17720 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_2014.tif
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EHD - Public
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Non-Water Release Corrective Action Plan <br /> North County Recycling Center and Sanitary Landfill <br /> CalRecycle's BMP's indicate that 1,000-year, 2 -hour storm events have occurred in California, <br /> and solid waste landfills that are Class II landfills are now required to be designed to withstand <br /> the 1,000-year, 24-hour storm event. Although the NCRCSL is a Class III landfill, CalRecycle's <br /> proposed BMP for precipitation, as a causal event, is the 1,000-year, 24-hour storm event. <br /> From the National Oceanic and Atmospheric Administration (NOAA) Atlas 14 Precipitation Maps <br /> (see Appendix C), the 1,000-year, 24-hour storm event is 5.17 inches of rainfall; which is an <br /> additional 1.31 inches of rainfall over the 100-year, 24-hour storm event. This amounts to an <br /> increase in the depth of precipitation of 34%. <br /> Previous stormwater analyses at the site have used the rational method to determine 100-year <br /> stormwater run-off for use in sizing the drainage system facilities (Preliminary Closure and <br /> Postclosure Maintenance Plan (PCPCMP) prepared by Shaw Environmental, Inc., January 7, <br /> 2010). This analysis utilized the rational method from the PCPCMP as a template to determine <br /> stormwater runoff for the 1000-year event. <br /> It has been determined that the top-deck berm, side-slope bench, and perimeter ditches have <br /> capacity to convey the run-off generated from a 1,000-year storm (see Appendix Q. However, <br /> it has been determined that 7 locations of the down-drain pipes are insufficient in capacity. It is <br /> assumed that since the bench channels have sufficient capacity, additional run-off not able to <br /> be conveyed within the downdrains would overflow onto the bench. It is anticipated that <br /> localized erosion would be realized on the bench areas due to the channel overtopping. <br /> Therefore, erosion impacts to the channels are a reasonably foreseeable casual event and, <br /> therefore, mitigation measures were evaluated as part of this NWRCAP. <br /> 4.3 Fire Impacts <br /> Fires at landfills are either subsurface fires or surface fires (wildfires). The potential for these <br /> fires to occur are dependent on the location of the landfill relative to wildfires, management of <br /> waste that is still smoldering, accidents or arson and availability of vegetation for fuel for a fire. <br /> 4.3.1 Subsurface Fires <br /> Subsurface landfill fires are most commonly caused by the intrusion of oxygen into the refuse <br /> prism from overdrawing of the gas collection system, which increases aerobic decomposition, <br /> resulting in increased temperatures. This can cause ignition of the organic material within the <br /> refuse fill. This underground combustion can cause damage to the landfill gas collection <br /> systems and potentially the intermediate and final cover. <br /> To determine if a subsurface fire exists, one must have visual confirmation or other conditions <br /> 2013.A135 I N:\San Joaquin\North County\Non-Water Release CAP\Final Report\North County_NWCAP_Report_Final.docx <br /> July 2014,Rev.0 11 <br />
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