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ARCHIVED REPORTS_2013_1
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ARCHIVED REPORTS_2013_1
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Last modified
7/17/2020 6:57:33 PM
Creation date
7/3/2020 11:09:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_1
RECORD_ID
PR0440007
PE
4434
FACILITY_ID
FA0000595
FACILITY_NAME
HARNEY LANE LANDFILL
STREET_NUMBER
14750
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06503006
CURRENT_STATUS
01
SITE_LOCATION
14750 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440007_14750 E HARNEY_2013_1.tif
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EHD - Public
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The concentrations of gasses asses were recorded during the TO-15 sampling event, and a <br /> 1 g <br /> sample was collected from the probe most likely to have the highest VOC concentration. <br /> Methane concentrations were zero in all perimeter migration monitoring wells during the third <br /> quarter monitoring event . VOCs were detected in all four soil gas well probes during the third <br /> quarter monitoring event. <br /> The highest VOC concentration was found in the West Header of the landfill gas system. <br /> Concentrations of major gasses (Methane, Carbon Dioxide, and Oxygen) and pressure were <br /> measured using a CES-LANDTEC GEMTM2000 portable gas detector on August 2, 2013. <br /> GROUNDWATER DIRECTION AND FLOW TE <br /> The general direction of groundwater flow, determined from the elevations of water in the <br /> groundwater wells, is to the south, and was consistent between quarters (Figure 2 and 3). <br /> Groundwater flow velocity was calculated to be about 70.87 feet per year with a gradient of <br /> 0.0021foot per year during the third quarter 2013. Groundwater flow velocity was calculated to be <br /> approximately 74.81 feet per year with a gradient of 0.00222 foot per year during the fourth <br /> quarter 2013. (Appendix F). <br /> STANDARD OBSERVATIONS <br /> The site was inspected monthly throughout the monitoring period (Appendix G). The information <br /> on the original field form was transcribed for legibility. The original forms with signatures can be <br /> forwarded upon request. <br /> RUN-OFF/RUN-ON FACILITIES <br /> General <br /> The HLSL utilizes a single facility to control run-off and run-on: a perimeter berm/road <br /> surrounding the site, which generally prevents any water from entering the site. Water drains <br /> from the landfill property to the retention pond. A discharge to the Waters of the State occurs <br /> when water is discharged from the retention pond. <br /> No water was discharged at any time during the second semester 2013. The discharge pumps <br /> are not active unless manually activated by Solid Waste staff. <br /> ANNUAL MONITORING SUMMARY REPORT <br /> In accordance with provision G.2 of the WDRs, the Annual Report shall include the following: <br /> a. Tabular and graphical summaries of the results of the prior year, including, representative time <br /> series plots and contaminant contour maps. This is included in Appendix F. <br /> Hamey Lane Sanitary Landfill 9 Department of Public Works/Solid Waste <br /> 2"'Semester and Annual 2013 Groundwater Monitoring Report County of San Joaquin—January 31,2014 <br />
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