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ARCHIVED REPORTS_1996
Environmental Health - Public
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EHD Program Facility Records by Street Name
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CORRAL HOLLOW
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31130
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4400 - Solid Waste Program
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PR0440003
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ARCHIVED REPORTS_1996
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Last modified
9/14/2020 3:24:32 AM
Creation date
7/3/2020 11:04:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1996
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_1996.tif
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EHD - Public
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FINAL DOCUMENTATION REPORT <br /> INTRODUCTION <br /> The Corral Hollow Sanitary Landfill is located at 31130 S. Corral <br /> Hollow Road, Tracy, California (Figure 1) . It is owned by the <br /> County of San Joaquin as a Class III landfill in accordance with <br /> Solid Waste Facility Permit Number 39-AA-0005 issued by the San <br /> Joaquin County Public Health Department and Waste Discharge <br /> Requirements Order Number 94-259, issued by the State of California <br /> Regional Water Quality Control Board, Central Valley Region. These <br /> documents establish standards for the entire landfill which <br /> consists of 6 parcels totaling 57 .711 acres. Approximately 41 <br /> acres were utilized for landfill operations. The remaining areas <br /> are comprised of setbacks, roads, and drainage facilities. <br /> Aft <br /> San Joaquin County closed the site on May 27, 1995. Upon final <br /> approval of the site's closure plan by the California Integrated <br /> Waste Management Board (CIWMB) in a letter dated August 10, 1995, <br /> the County contracted for construction of the site's final cover <br /> with Granite Construction Company. The project consisted of <br /> placing final cover over the entire landfill to bring the site to <br /> final grades, and construction of drainage facilities for the site. <br /> The final cover consists of a two foot thick foundation layer, a <br /> one foot thick clay barrier layer, and a one foot thick vegetative <br /> layer. Drainage facilities consist of slope intercept berms and <br /> ditches, and bottom perimeter ditches which convey storm water <br /> runoff to both of the two detention basins. <br /> 1 <br />
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