My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2010
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WAVERLY
>
6484
>
4400 - Solid Waste Program
>
PR0440004
>
ARCHIVED REPORTS
>
ARCHIVED REPORTS_2010
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 10:53:35 PM
Creation date
7/3/2020 10:44:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2010
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_2010.tif
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
626
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Leachate System Monitoring,and Maintenance <br /> The flow rate provided by the sump pump is tested monthly. A decrease in pumping rate will <br /> indicate the need to clean a filter or to investigate pump wear. Leachate production rate is greater <br /> in the late winter and spring, compared to summer and autumn,because little or no rain falls on <br /> the site from April to November of each year. The LCRS includes pipe risers at the end of each <br /> leachate lateral to enable video camera inspection of key portions of the pipe network. The <br /> moderate pipe bends of the risers allow cameras to be pushed several hundred feet into the <br /> network to record pipe conditions and depth of flows in the LCRS network. A wire rope is <br /> installed in each leachate lateral pipe to enable the pulling of a camera through the entire length of <br /> the risers. <br /> The secondary leachate sump is monitored monthly for the presence of LFG condensate. If <br /> possible, this condensate is removed, and if removed,the volume is recorded. <br /> Landfill Gas Condensate Removal from Module 1 Secondary Sump <br /> Investigations by the County indicated that the landfill gas condensate accidentally delivered to <br /> the secondary sump of Module 1 was forced into the anchor trench near the surface along the edge <br /> of the secondary sump liner. <br /> Removal of LFG condensate remaining in the secondary sump began in April 2009, and now <br /> continues monthly concurrent with landfill inspection. <br /> Monitoring of condensate removal includes measuring the depth of condensate in the secondary <br /> sump before and after pumping, and measuring the volume of condensate withdrawn during <br /> pumping. The depth of condensate in the secondary sump is measured by a bubbler tube installed <br /> into the sump. The bubbler tube is pressurized with air, and the resulting maximum pressure <br /> maintained in the tube indicates the level of water over the end of the tube. Condensate is <br /> removed using a centrifugal pump also installed in the sump. The volume of condensate removed <br /> is measured by measuring the time of pumping, having establishing that the pumping rate is 10 <br /> gallons per minute. The pump is allowed to run until lack of condensate causes the pump safety <br /> features to shut down the pump. Condensate removed from the secondary sump is delivered to the <br /> landfill surface over the lined area of Module 1. <br /> After the initial removal event of mid April,withdrawal of condensate continues to decrease from <br /> an initial 27 gallons per day in late April to approximately 0.3 gallons per day presently(Table 8 <br /> and associated Figure). Before pumping, the condensate level in the secondary sump is found to <br /> be approximately six inches prior to pumping. After pumping,the condensate level is <br /> approximately 3.5 inches. <br /> It is anticipated that removal will continue to decrease as the condensate slowly drains to the sump <br /> from the drainage mesh installed between the primary and secondary liner. <br /> Foothill Sanitary Landfill 12 Department of Public Works/Solid Waste <br /> 1s`Semester 2010 Groundwater Monitoring County of San Joaquin—July 21,2010 <br />
The URL can be used to link to this page
Your browser does not support the video tag.