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CORRESPONDENCE_2006-2009
Environmental Health - Public
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4400 - Solid Waste Program
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PR0440005
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CORRESPONDENCE_2006-2009
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Entry Properties
Last modified
10/3/2025 2:07:00 PM
Creation date
7/3/2020 10:50:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2006-2009
RECORD_ID
PR0440005
PE
4433 - LANDFILL DISPOSAL SITE
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
201060013, 5
CURRENT_STATUS
Active, billable
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2006-2009.tif
Site Address
9999 AUSTIN RD MANTECA 95336
Tags
EHD - Public
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Draft Cleanup and Abateme0rder No. R5-2008- -2 - <br /> Forward <br /> 2 -Forward Landfill <br /> San Joaquin County <br /> from the entrance to Austin Road Landfill. There are also two residences on Lynch <br /> Road, approximately 0.5 miles southeast of the site. <br /> 4. The Austin Road Landfill was filled using the trench method. Trenches were <br /> excavated to an approximate depth of 20 feet below ground surface. There is no <br /> liner or leachate collection and removal system in the trenches to prevent the <br /> downward migration of landfill leachate or gas from the unit to the underlying <br /> groundwater. <br /> SURFACE AND GROUND WATER CONDITIONS <br /> 5. The landfill is on the floor of the northern San Joaquin Valley. Surface drainage is <br /> toward the west to Littlejohns Creek in the Duck-Littlejohns Hydrologic Area (31.40) <br /> of the San Joaquin River Basin. <br /> 6. The Water Quality Control Plan, Fourth Edition, for the Sacramento River Basin and <br /> the San Joaquin River Basin (hereafter Basin Plan), designates beneficial uses, <br /> establishes water quality objectives, and contains implementation plans and policies <br /> for all waters of the Basin. The designated beneficial uses of Littlejohns Creek, as <br /> specified in the Basin Plan, are agricultural supply, industrial service and process <br /> supply water, contact and non-contact water, recreation, warm fresh water habitat, <br /> preservation of rare, threatened and endangered species, and groundwater <br /> recharge. <br /> 7. The direction of groundwater flow is to the north-northeast. The measured hydraulic <br /> conductivity of the uppermost aquifer underlying the landfill ranges between 2 x 10-2 <br /> and 2 x 10-3 cm/sec. The groundwater gradients, based on the Discharger's fourth <br /> quarter 2007 groundwater monitoring report measurements, range from 0.0010 to <br /> 0.0020 ft/ft. <br /> 8. The first encountered groundwater is about 60 to 80 feet below the native ground <br /> surface. Groundwater elevations range from -20 feet mean sea level (MSL) to -30 <br /> feet MSL. The groundwater is unconfined. The depth to groundwater fluctuates <br /> seasonally by as much as 10 feet. <br /> 9. There are 35 domestic, industrial, or agricultural groundwater supply wells within one <br /> mile of the site. <br /> 10.The designated beneficial uses of the groundwater, as specified in the Basin Plan, <br /> are domestic and municipal supply, agricultural supply, industrial service supply, and <br /> industrial process supply. <br />
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