My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2014_8
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
Archived Reports
>
ARCHIVED REPORTS_2014_8
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/18/2020 12:38:44 PM
Creation date
7/3/2020 10:58:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014_8
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_2014_8.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.
/
595
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
C <br />would be applied on the liner for a period of 200 years. The results of these analyses <br />indicate that the vadose zone soils provide an efficient buffer to a leachate release. Based on <br />the model simulations, leachate migration to groundwater at measurable concentrations <br />would take more than 7000 years, and at its peak, would result in statistically insignificant <br />changes to groundwater chemistry — even when the anticipated leakage rate is increased by a <br />factor of ten. Considering these results and the assumptions integrated in the analyses (i.e., <br />one -foot of leachate head for 200 years, no biodegradation or adsorption), any changes in <br />groundwater chemistry releated to liner leakage at the Forward Landfill would be non- <br />detectable. <br />Groundwater below the Forward site occurs within coarser sections of the Victor <br />Formation. The upper Victor formation is typically considered an unconfined aquifer, but <br />locally exhibits a slightly confined condition associated with laterally discontinuous clay <br />units. Analyses completed by Herst & Associates / Andrews Environmental Engineering <br />(HA/AEE, 2001) indicate that the hydraulic conductivity of coarse-grained aquifers <br />beneath the site are relatively high. Groundwater level fluctuate seasonally by <br />approximately 5 to 10 feet due to a distinct rainy season and dry season and have <br />declined over the last 20 to 30 years by approximately 10 feet due to agricultural <br />pumping demand and drought (EMCON, 1972 and Kleinfelder, 1992). The unconfined <br />aquifers are recharged by rainfall and local stream infiltration. <br />The sedimentary formations underlying the Victor formation have many productive <br />confined aquifers. Rivers, reservoirs and surface runoff along the slopes of the western <br />Sierra Nevada Foothills recharge the deeper confined aquifers. In order to develop adequate <br />flow, most of the agricultural irrigation wells in the area are at least 500 feet and screened in <br />deeper confined aquifers that are separated from the first water system by a significant <br />thickness of low permeability soil. <br />In addition to providing a significant level of protection to the deeper regional aquifers, <br />the natural characteristics of the generally fine grained Victor Formation soils are also <br />expected to facilitate natural dilution and attenuation in the unlikely event that landfill <br />impacts were to escape the single composite liner system and reach groundwater. In fact, <br />even when leachate leakage is mixed directly to groundwater, the high permeability of <br />water -flowing zones are likely to result in statistically insignificant (essentially non- <br />detectable) impacts to downgradient groundwater quality (Appendix A). <br />5.0 EXISTING RELEASE CHARACTERISTICS <br />Further substantiation of the inference that potential liquid phase release from a single <br />composite liner constructed at the Forward Landfill will effectively attenuate before creating <br />a risk to groundwater can be found in the nature of known groundwater impacts at the <br />existing Austin Road Landfills. <br />In September 2000, the RWQCB requested that Forward assess the source and potential <br />impacts of low-level VOC concentrations in the groundwater adjacent to the landfill. The <br />CO2000.048Torwsrd Composite Liner V3 .doc\09/19/02 <br />52 <br />Geologic Associates <br />
The URL can be used to link to this page
Your browser does not support the video tag.