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ARCHIVED REPORTS_2012_1
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ARCHIVED REPORTS_2012_1
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Last modified
9/14/2020 2:33:09 AM
Creation date
7/3/2020 11:09:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2012_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_2012_1.tif
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EHD - Public
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Storm Water <br /> There were no storm water discharges to the waters of the State (the drainage ditch south of the <br /> site) during this reporting period. <br /> Landfill Gas <br /> The Monitoring and Reporting program for the landfill requires semi-annual VOC testing by TO-15 <br /> analysis. Soil Gas samples were last collected on April 12, 2012, and is included in this first <br /> semester report. Soil gas samples were collected in 1-liter Summa canisters and sent for VOC <br /> analysis by EPA method TO-15. <br /> The concentrations of major gasses were recorded during the second quarter 2012 TO-15 <br /> sampling event, and a sample was collected from the probe most likely to have the highest VOC <br /> concentration. <br /> Methane concentrations were zero in all perimeter migration monitoring wells during the second <br /> quarter monitoring event with the exception of the East Header and West Header. <br /> VOCs were detected in all four soil gas well probes during this second quarter monitoring event. <br /> The highest VOC concentration was found in the West Header. <br /> Concentrations of major gasses (Methane, Carbon Dioxide, and Oxygen) and pressure were <br /> measured using a CES-LANDTEC GEMTm2000 portable gas detector on April 24, 2012. <br /> GROUNDWATER DIRECTION AND FLOW RATE <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 64.74 feet per year with a gradient of <br /> 0.0019 foot per year during the first quarter 2012. Groundwater flow velocity was calculated to be <br /> approximately 51.01 feet per year with a gradient of 0.0015 foot per year during the second <br /> quarter 2012. (Appendix G). <br /> STANDARD OBSERVATIONS <br /> The site was inspected monthly throughout the monitoring period (Appendix H). 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 /> Harney Lane Sanitary Landfill 9 Department of Public Works/Solid Waste <br /> 1 is`Semester 2012 Groundwater Monitoring Report County of San Joaquin—July 31,2012 <br />
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