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ARCHIVED REPORTS_2010_2
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ARCHIVED REPORTS_2010_2
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Last modified
7/17/2020 3:53:35 PM
Creation date
7/3/2020 11:02:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2010_2
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_2010_2.tif
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EHD - Public
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2_8 HAZARDOUS SPILLS <br />Landfill records, since operation began in 1991, show there has not been a <br />significant materials spill on site. A Hazardous Materials Management Plan is <br />prepared for the facility. (See Appendix B). The HMMP is kept in the <br />facility's record room. <br />3.0 SOURCE IDENTIFICATION: POSSIBLE SOURCES OF POLLUTANTS IN STORM WATER <br />DISCHARGES <br />This section discusses the pollutants that have a reasonable potential to be <br />present in the storm water discharge in significant quantities, and an <br />estimate of the annual quantities of these pollutants in storm water <br />discharge. <br />0 33=1 LIST OF POTENTIAL POLLUTANTS TO STORM WATER <br />The North County Recycling Center and Sanitary Landfill is designed such that <br />runoff should not discharge storm water off site to neither the nearby <br />wetlands areas nor South Paddy Creek. The landfill is designed to contain <br />runoff from the current fill area and the building facilities on site. <br />3.2 ESTIMATE QUANTITIES OF POTENTIAL POLLUTANTS IN STORM WATER DISCHARGES <br />If potential pollutant materials do come in contact with the storm water <br />runoff, it is estimated that the amount reaching the wetlands areas and South <br />Paddy Creek would be very minimal because of the existing internal storm <br />drainage system. The landfill's precipitation and drainage control systems are <br />designed and constructed to accommodate the anticipated volume of <br />precipitation and peak flows from surface runoff under 100 -year, 24-hour <br />precipitation conditions. <br />7 <br />
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