My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
CORRESPONDENCE_2010-2013
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WAVERLY
>
6484
>
4400 - Solid Waste Program
>
PR0440004
>
CORRESPONDENCE_2010-2013
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/17/2025 10:05:58 AM
Creation date
1/4/2022 2:26:38 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2010-2013
RECORD_ID
PR0440004
PE
4433 - LANDFILL DISPOSAL SITE
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
Active, billable
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
Site Address
6484 N WAVERLY RD LINDEN 95236
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.
/
320
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
Todd Del Frate -2- <br /> INCREASE IN CORRECTIVE ACTION AND OTHER ISSUES, F ILL LANDFILL <br /> The second development we discussed is the indication that some leachate can reach the <br /> secondary containment sump below Module 1 primary leachate sump. <br /> We have been removing liquid from the secondary sump monthly since April 2009 when it was <br /> discovered that landfill condensate had been accidently pumped there. After the initial removal, <br /> the volume collected gradually decreased to between three and ten gallons, for an average <br /> collection rate of between 0.3 and 0.6 gallons per day. Prior to removal, the water level within <br /> the secondary sump is approximately 7 inches. After removal, the water level is less than <br /> 3 inches. <br /> The primary sump above the secondary containment is provided with an automatic pump which <br /> normally maintains the leachate level of between 17" and 36". However, in Mid-April, after a <br /> particularly wet March, intermittent failure of fuses prevented the normal operation of the <br /> primary sump pump. It was determined that a PG&E transformer was malfunctioning, which <br /> was immediately replaced. The leachate level within the primary sump rose to approximately <br /> 100 inches during that time. Surprisingly, a total 240 gallons was removed from the secondary <br /> sump that day. <br /> Since replacing the transformer and restoring the primary sump to normal operation, the <br /> removal of liquid from the secondary sump has returned to the normal rate. <br /> Based on this experience, we are forced to conclude that there is a small hydraulic connection <br /> between the primary and secondary sump. Unfortunately, our observations do not allow us to <br /> determine the location of this connection. The bottom of the primary sump is approximately 33 <br /> feet below the surface, under refuse and drain rock. <br /> We therefore propose to automate and make permanent the pump now installed in the <br /> secondary sump. Based on the operation of this pump to date, we will be able to maintain the <br /> water level in the secondary sump below 12 inches. Anticipated withdrawal rate is <br /> approximately 0.5 gallons per day, which would be plumbed directly into the primary sump. <br /> If you have any questions, please contact me at (209) 468-8504. <br /> Sincerely, <br /> 'e <br /> W. MICHAEL CARROLL, PE <br /> Senior Civil Engineer <br /> WMC:sc <br /> N:\1 Foothill\Groundwater Mon itoring\TDelFrate02-1 ncrCorrAct.doc <br /> Attachment <br /> c: Robert McClellon, Environmental Health Department <br /> LA 31610 <br />
The URL can be used to link to this page
Your browser does not support the video tag.