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ARCHIVED REPORTS_2008
Environmental Health - Public
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS_2008
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Last modified
7/17/2020 3:53:27 PM
Creation date
7/3/2020 10:43:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2008
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_2008.tif
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EHD - Public
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i <br /> STANDARD OBSERVATIONS <br /> Regular site inspections were performed during the first semester of 2008. Monthly standard observations <br /> � P <br /> have been summarized (Appendix H). The electronic signatures on the forms certify that all observations <br /> were performed and are accurate. <br /> 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 /> ithe property boundary, so run-on from surrounding properties is minimal. <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 Module 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 /> iFacilities <br /> The leachate collection and recovery system (LCRS) for Module I was designed in accordance with Title 27, <br /> Section 20340(g). This system consists of: <br /> ■ East/west oriented collection troughs running the entire length of Module 1 <br /> ■ A 4-foot deep sump at the southeast corner of the Module <br /> ■ A leachate removal pump installed in anl8-inch diameter HDPE pipe <br /> ■ A 2-foot deep secondary extraction trench beneath the primary composite liner, with 12-inch HDPE <br /> riser pipe <br /> ■ A pumping system that allows recording of leachate flows and volumes <br /> ■ A 10,000 gallon leachate storage tank <br /> Pumping Procedures <br /> iLeachate drains by gravity to the Module 1 sump, from which it is pumped to the 10,000-gallon storage tank <br /> by the pump installed in the sump. The pump operates automatically, based on leachate level within the <br /> sump. Control points for the pump are: <br /> Pump Off. 12" Pump On: 36" Alarm:48" <br /> i <br /> Foothill Sanitary Landfill 10 Department of Public Works/Solid Waste <br /> 15`Semester 2008 Groundwater Monitoring County of San Joaquin—July 31,2008 <br />
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