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ARCHIVED REPORTS_2014_1
Environmental Health - Public
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ARCHIVED REPORTS_2014_1
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Last modified
7/17/2020 3:53:44 PM
Creation date
7/3/2020 11:03:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014_1
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
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SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_2014_1.tif
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EHD - Public
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i <br /> Leachate was sampled at collection point L-1, L-3, and L-4 (Table 5). Twenty Five different VOCs <br /> were reported in the leachate samples. The highest VOC concentrations reported were the Xylenes, <br /> MtBE, TBA,Acetone,the benzene compounds, and Toluene. Results are consistent with past leachate <br /> monitoring events. Presence of VOCs in the leachate does not indicate groundwater contamination, but <br /> rather the success of the liners at North County Landfill in preventing groundwater contamination. <br /> Secondary Sump Monitoring <br /> The liquid level in the secondary sumps of Area 3 and 4 are monitored quarterly. No liquid was found <br /> in either secondary sump since monitoring began in July 2010. This lack of liquid indicates that the <br /> primary liners are not leaking. <br /> Area 1 is not provided with a secondary Sump. <br /> * GROUNDWATER DIRECTION AND FLOW RATE <br /> ■ The groundwater elevations indicate that groundwater flow is to the south-southeasterly direction during <br /> first and second quarter of 2014 (Figures 3 and 4). These are unusual groundwater flow conditions, as <br /> flow is historically in a westerly direction. It appears that starting in 2009 the regional flow pattern has <br /> shifted to the south-southeasterly and sometimes to the easterly direction. This change in flow direction <br /> may be due to changes in regional agricultural groundwater pumping. The average calculated <br /> groundwater velocity is 26.93 ft/yr in the first quarter and 19.24 ft/yr in the second quarter <br /> (Appendix G). <br /> STANDARD OBSERVATIONS <br /> Site inspections were performed weekly (Included as PDF on the CD, attached). An electronic signature <br /> on the form certifies that all observations were performed and are accurate. <br /> RUN-OFF/RUN-ON FACILITIES <br /> The NCRC&SL utilizes several facilities to control run-on and run-off. A perimeter berm around the <br /> waste management unit prevents any run-on to the unit. This perimeter berm, along with a series of <br /> ditches, also controls all surface run-off during storm events, and directs surface run-off from the landfill <br /> to a retention basin on the east side of the site (Figure 3). <br /> lThe primary path for water entering the site is from a tributary of South Paddy Creek east of the site. <br /> Water entering from this source is diverted into the wetlands on the north end of the site and around the <br /> unit(Figure 3). There was no run-on or run-off during this monitoring period. <br /> LEACHATE COLLECTION AND RECOVERY SYSTEM <br /> Leachate is collected in the Leachate Collection and Recovery Systems (LCRSs) of the three landfill <br /> Areas. This leachate is returned to the refuse in accordance with the WDRs for this site. Landfill gas <br /> I condensate is pumped into the LCRS of Area 4, and is handled as leachate also in accordance with the <br /> WDRs. The semi-arid climate of the North County Landfill and the waste shed from which the refuse is <br /> collected provides dry refuse in which the leachate can be absorbed. <br /> North County RC&SL Public Works/Solid Waste <br /> 15`Semiannual 2014 Groundwater Monitoring 8 County of San Joaquin—July 31,2014 <br />
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