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ARCHIVED REPORTS_1988_4
Environmental Health - Public
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ARCHIVED REPORTS_1988_4
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Last modified
7/17/2020 3:52:56 PM
Creation date
7/3/2020 11:04:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1988_4
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_1988_4.tif
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EHD - Public
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X. LOGS AND SPECIAL TESTS <br /> A. Logs of exploratory borings and trenches: Logs for <br /> exploratory boring performed at the site are contained in <br /> the following: <br /> 1) Appendix B of the GWSWAT titled, Solid Waste Assessment <br /> Test ,(SWAT) Report Corral Hollow Sanitary Landfill. <br /> San Joaquin County, California, by EMCON Associates, <br /> June 1988. Copies of the GWSWAT for the landfill were <br /> submitted to the CWMB and LEA on September 7, 1988. <br /> on plates V through XI of Appendix D to the RWD <br /> (Kleinfelder 1985) for the landfill. <br /> 2) Plates VII through X of Appendix I. <br /> B. Hydraulic Conductivity of Water Bearing Zones: <br /> tests were conducted in two of the landfill monitoring <br /> g <br /> wells. Details on results are contained in Section 2.5 of <br /> the GWSWAT. <br /> C. Water Balance Calculation: <br /> The Closure Plan for the site performed by EMCON in March <br /> 1988 contains a projected water balance calculation for the <br /> completed landfill. The Closure Plan is Appendix B to the <br /> 1988 RWD for the landfill, which is included in this report <br /> as Appendix C. The results of the calculation are presented <br /> in Table 3 of the Plan and details on the development of the <br /> model are contained on pages 10 and 11. The results of the <br /> water balance calculation indicate that the final cover <br /> should preclude precipitation infiltrating into the refuse <br /> after placement of final cover is completed. <br /> 43 <br />
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