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ARCHIVED REPORTS_2014_8
Environmental Health - Public
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ARCHIVED REPORTS_2014_8
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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
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2014_8.tif
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EHD - Public
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11 <br />C <br />%XI=W41aN /[fly C� ►7�. <br />The leachate fate analyses that were completed for this project indicate that a single <br />composite liner will provide adequate protection to groundwater beneath the Forward <br />Landfill. Of note, the proposed landfill expansion will be accomplished using state-of- <br />the-art materials, rigorous construction quality assurance practices, and exceptional post - <br />construction testing to verify the integrity of the constructed liner product. The clayey <br />character of the 17 -foot -thick vadose zone soils underlying the site, provides a significant <br />buffer for any leachate leaks that do occur. The MULTIMED simulations that were <br />completed for the project indicate that unsaturated leachate migration through the vadose <br />zone requires an exceptionally long period and results in essentially non-detectable <br />changes in groundwater chemistry. Even ignoring the dispersion and biodegradation <br />processes that are expected to occur within the clay liner and the vadose zone, the <br />calculated impacts to groundwater associated with direct mixing of leaking leachate and <br />groundwater are also essentially non-detectable. <br />This report is based on the limited data referenced herein. Our firm should be notified if <br />conditions are found that differ from those described in this report, since this may require <br />a re-evaluation of the conclusions and recommendations presented herein. This report <br />has not been prepared for use by parties and projects other than those named or described <br />herein. It may not contain sufficient information for other parties or other purposes. <br />This report has been prepared in accordance with generally accepted geologic and <br />hydrogeologic practices, and makes no other warranties, either expressed or implied, as <br />to the professional advice or data included in it. <br />GeoLogic Associates <br />& 44 <br />Ralph A. Murphy, CEG, CHg. <br />Principal Engineering Geologist <br />Mtn <br />Gary L. Lass, CEG, CHg. <br />President <br />Attachments: Table 1 — Typical Data on the Composition of Leachate (Tehobanoglous) <br />Table 2 — Organic Constituents of Leachate (USEPA) <br />Table 3 — Average Forward Landfill Leachate Concentrations <br />Attachment A — MULTIED Input/Out <br />C:\2002-002\Revised Appx A - Leakageldoe\09/19/02 11 <br />GeoLogic Associates <br />
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