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ARCHIVED REPORTS_1995_1
EnvironmentalHealth
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ARCHIVED REPORTS_1995_1
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Last modified
7/17/2020 3:53:09 PM
Creation date
7/3/2020 11:04:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1995_1
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
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FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_1995_1.tif
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EHD - Public
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r 6 r <br /> t <br /> WASTE DISCHARGE REQUIREMENTS FOR Page 2 <br /> SAN JOAQUIN COUNTY AND THE CITY OF TRACY <br /> CORRAL HOLLOW SANITARY LANDFILL <br /> CLASS III LANDFILL <br /> SAN JOAQUIN COUNTY <br /> 6. Land within 1000 feet of the facility is used for pasture land with a <br /> small amount of agriculture. <br /> 7. There are several faults in the area of the landfill . These include the <br /> Tesla Fault, the Livermore Fault, and the Calaveras Fault. The fault that <br /> would most likely be the source of the maximum probable earthquake (MPE) <br /> is the Calaveras Fault. The MPE for this fault was calculated by <br /> Kleinfelder & Associates in a report called "Geologic Investigation, <br /> Foothill Sanitary Landfill , San Joaquin County, March 1988" . The value <br /> of the MPE was given as 7.0 on the Richter scale. This would produce <br /> a maximum average peak horizontal ground acceleration of 0.20g. <br /> 8. There are three distinct alluvial units underlying the site. The upper <br /> unit immediately underlying the landfill consists of semi-consolidated <br /> sand-gravel mixtures from 1 to 10 feet thick. Underlying these is the <br /> Corcoran clay which is approximately 50 feet thick beneath the east side <br /> of the site, and thins rapidly and pinches out near the western edge of <br /> the site. The lowest unit is a clay-sand matrix supported gravel which <br /> is at least 200 feet thick. <br /> 9. The first water bearing formation is approximately 200 feet below the <br /> base of the landfill . The hydraulic gradient is generally to the <br /> southeast. A perched zone exists in the upper half of the Corcoran clay <br /> at a depth of approximately 20 feet. <br /> 10. The beneficial uses of ground water are domestic, municipal , agricultural , <br /> and industrial supply. <br /> 11. The facility receives an average of 8 inches of precipitation per year. <br /> 12. The 100-year, 24-hour precipitation event for the facility is 2.3 inches, <br /> as ,calculated by the Department of Water Resources (DWR) from <br /> precipitation readings collected at the Tracy 2 SSE weather station. <br /> 13. A small strip of the facility along the southeast perimeter is within <br /> a 100-year floodplain. However, the Discharger plans to install asphalt <br /> concrete flood protection which will prevent inundation or washout of <br /> waste management units due to floods with a 100-year return period. <br /> la. Surface drainage is to Corral Hollow Creek, an intermitent stream. <br /> 15. The beneficial uses of surface waters are domestic, municipal , <br /> agricultural , and industrial supply; ground water recharge; esthetic <br /> enjoyment; and preservation and enhancement of fish, wildlife and other <br /> aquatic resources. <br />
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