My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2013
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
Archived Reports
>
ARCHIVED REPORTS_2013
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:42 PM
Creation date
7/3/2020 10:56:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2013.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.
/
213
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
from surface water monitoring stations ASW-1 (upstream) and ASW-2 (downstream) on <br /> August 2, 2013 for the third quarter 2013 monitoring period. Table 3-5 summarizes the <br /> current analytical results of surface water samples collected at the Austin Unit. As shown <br /> on Table 3-5,toluene was measured at a trace concentration at surface water monitoring <br /> station ASW-2. Analytical results for the surface water samples are generally similar, <br /> suggesting that landfill operations are not impacting surface water quality. <br /> Leachate Monitoring <br /> According to the Operations Manager,no leachate was taken off site during the third <br /> quarter 2013. The leachate collection system, which collects leachate from the north face <br /> of the landfill, has been operational since November 1996. WQPS (concentration limits) <br /> are not required for leachate because it is collected and removed for disposal,rather than <br /> discharged. According to the Operations Manager,the LCRS operated effectively during <br /> the third quarter 2013. <br /> Leachate samples were collected on a monthly basis and analyzed in the field for pH, <br /> specific conductance, and temperature. The results of monthly field monitoring <br /> measurements are presented in Table 3-6. <br /> Groundwater Treatment Facility Operations <br /> The Groundwater Treatment Facility(GTF) at the Austin Unit has been operational since <br /> 1994 to mitigate impacts from landfill releases. Impacted groundwater is extracted from <br /> five wells (EW-1, EW-2, E -3, EW-3 , and E -4)that pump groundwater through an <br /> air stripper treatment system to remove VOCs. Treated groundwater is discharged to an <br /> infiltration pond (constructed in 2003)north of the Austin Road Unit of the Forward <br /> Landfill. Due to limited recharge in extraction well EW-3,the well was taken offline and <br /> replaced with extraction well EW-3R. To increase the volume of groundwater recovered <br /> in this area, well EW-3R was installed adjacent to and deeper than well EW-3. During <br /> the monitoring period,the GTF treated 20,430,500 gallons of groundwater at an average <br /> flow rate of 215,058 gallons per day. During the monitoring period, it is calculated that <br /> the GTF removed approximately 2.22 pounds of VOCs. <br /> 3.2 SUMMARY <br /> Groundwater quality conditions beneath the Austin Unit during the third quarter 2013 <br /> monitoring period were generally similar to historical results. During the current <br /> monitoring period, non-statistical exceedances for VOCs were identified at DMP wells <br /> AMW-6 and AMW-13. Trend analyses indicate that statistically significant increasing <br /> temporal trends were calculated for PCE and TCE in well AMW-13. These results are <br /> similar to previous results and it has been recommended that wells AMW-6,AMW-13, <br /> and AMW-14 be re-designated as CAP wells since they have historically contained <br /> VOCs. For the routine inorganic monitoring parameters, CLs were exceeded for <br /> constituent concentrations in DMP wells AMW-7,AMW-12, and AMW-13. Trend <br /> analyses indicate that statistically significant increasing temporal trends were calculated <br /> CA201"0217A_3QB.doc 12 Geo-Logic Associates <br />
The URL can be used to link to this page
Your browser does not support the video tag.