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ARCHIVED REPORTS_2012_4
Environmental Health - Public
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ARCHIVED REPORTS_2012_4
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Last modified
7/17/2020 3:53:43 PM
Creation date
7/3/2020 10:45:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2012_4
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2012_4.tif
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EHD - Public
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RUN-OFF/RUN-ON FACILITIES <br /> ® The Foothill Sanitary Landfill utilizes several methods to control run-on and run-off. The natural <br /> topography of the area controls any run-on into the site. Also,the working area is a significant distance from <br /> the property boundary and at a higer elevation, so run-on from surrounding properties into refuse is not <br /> possible. <br /> To control run-off, a perimeter ditch along the north,west and east ends of the unit directs all storm water <br /> run-off into a sedimentation basin on the east side of the site. The rest of the run-off from the unit gathers <br /> into a sedimentation basin at the southeast corner of Area 1. There were no breeches to any of the run- <br /> on/run-off facilities during this monitoring period. <br /> OTHER ANALYSIS <br /> Groundwater samples were collected from landfill supply well LW-1 and analyzed for all monitoring and <br /> field parameters. The well is not a point of compliance, as stated in the WDRs. <br /> LEACHATE COLLECTION AND RECOVERY SYSTEM - PROCEDURES & MAINTENANCE <br /> Facilities <br /> The leachate collection and recovery system(LCRS) for Area 1 was designed and constructed in accordance <br /> with Title 27, Section 20340(g). This system consists of: <br /> • East/west oriented collection troughs running the entire length of Area 1 <br /> ® A 4-foot deep sump at the southeast corner of the Area <br /> • A leachate removal pump installed in an 18-inch diameter HDPE pipe <br /> • A 2-foot deep secondary extraction trench beneath the primary composite liner, with 12-inch <br /> HDPE riser pipe <br /> • A pumping system that allows recording of leachate flows and volumes <br /> • A 10,000 gallon leachate storage tank located near the LFG flare station. <br /> The LCRS includes pipe risers at the end of each leachate lateral to enable video camera inspection of key <br /> portions of the pipe network. The moderate pipe bends of the risers allow cameras to be pushed several <br /> hundred feet into the network to record pipe conditions and depth of flows in the LCRS network. A wire <br /> rope is installed in each leachate lateral pipe to enable the pulling of a camera through the entire length of the <br /> risers. <br /> Disposal: Return of Leachate to the Refuse <br /> Leachate drains by gravity to the Area 1 sump. A pump within the sump either returns the leachate to the <br /> refuse of Area 1 or delivers it to the 10,000-gallon storage tank from which it is removed by water truck and <br /> either returned to the refuse if Area 1 or used as dust control over Area 1. At no time is leachate returned to <br /> Area"I". <br /> The pump operates automatically, based on leachate level within the sump. Control points for the pump are: <br /> Pump Off. 17" Pump On: 43" Alarm:48" <br /> Foothill Sanitary Landfill 10 Department of Public Works/Solid Waste <br /> 2"d Semester and Annual 2012 Groundwater Monitoring County of San Joaquin—January 15,2013 <br />
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