My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2006_1
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HARNEY
>
17720
>
4400 - Solid Waste Program
>
PR0440058
>
ARCHIVED REPORTS
>
ARCHIVED REPORTS_2006_1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/18/2020 5:41:16 AM
Creation date
7/3/2020 11:01:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_1
RECORD_ID
PR0440058
PE
4433
FACILITY_ID
FA0004518
FACILITY_NAME
NORTH COUNTY LANDFILL
STREET_NUMBER
17720
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06512004
CURRENT_STATUS
01
SITE_LOCATION
17720 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_2006_1.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.
/
303
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
I <br />i� <br />1 <br />become saturated. This condition has also not been observed. Therefore, we conclude that the <br />relatively small amount of leachate generated at this landfill can be returned to the refuse without <br />negative impact to the LCRS. <br />Leachate System Testing <br />Testing the leachate system consists of monitoring the pumping rate of each sump pump. <br />Leachate pumps that are operating at the rate consistent with past performance are considered to <br />be operating normally. The in-line filters at the pump intakes are replaced every one to two <br />years when a diminished flow is observed. Diminished flow is determined by the operator by <br />observing the flow meter. Exposed leachate pipes are inspected for damage/disturbance once a <br />month. <br />PARTIAL COVER — PORTION OF MODULE 3 <br />Purpose <br />Theu ose of this work p rp was to apply the Partial Cover to that portion of Module 3 which we do <br />not anticipate receiving refuse for two years in accordance with WDR Order No. R5-2002-0219, <br />Section C-8 (Facility Specifications), and which had yet to receive Partial Cover. <br />Procedure <br />Prior to placement, the cover soil was pre -moistened to near optimal moisture condition. This <br />soil was then placed over the area to receive Partial Cover (Figure 5) and compacted with tracked <br />bulldozers over the area to receive Partial Cover. After placement, the density of the soil was <br />measured by nuclear gauge by Kleinfelder, Inc., and the depth of the cover layer measured by <br />hand -auger. <br />Acceptance criteria (per the WDRs) are: <br />Minimum density: 85% of maximum (per ASTM D1557) <br />Minimum Thickness: 24 inches total soil measured perpendicular to slope <br />26 inches measured vertical <br />Note that the slopes receiving Partial Cover were steeper than 5:1 <br />Results <br />The soil cover was found to meet the minimum density and thickness requirements identified in <br />the WDRs (Figure 6). The report of the density measurements is attached. These surfaces were <br />hydroseeded in preparation for the winter. <br />North County RCSL 13 Public Works/Solid Waste <br />2nd Semester and Annual 2005 Groundwater Monitoring County of San Joaquin — January 24, 2006 <br />
The URL can be used to link to this page
Your browser does not support the video tag.