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COMPLIANCE INFO_1968-2006
Environmental Health - Public
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EHD Program Facility Records by Street Name
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T
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TURNPIKE
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3504
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4400 - Solid Waste Program
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PR0515730
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COMPLIANCE INFO_1968-2006
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Last modified
11/19/2024 1:50:43 PM
Creation date
7/3/2020 10:38:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1968-2006
RECORD_ID
PR0515730
PE
4430 - SOLID WASTE CIA SITE
FACILITY_ID
FA0012310
FACILITY_NAME
WORLD ENTERPRISES
STREET_NUMBER
3504
Direction
S
STREET_NAME
TURNPIKE
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
17517018
CURRENT_STATUS
Active, billable
SITE_LOCATION
S TURNPIKE RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4430_PR0515730_0 S TURNPIKE_1968-2006.tif
Site Address
3504 S TURNPIKE RD STOCKTON 95206
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EHD - Public
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rate , and vacuum data collected from the extraction wdl1s ana <br /> inlet lines at the pump station . In addition , valve boxes, sa - <br /> pling cock valves, and flow control valves are checked for worK- <br /> ability. The well field is inspected/monitored on a quarterly <br /> basis , or more frequently if indicated by monitoring probe data. <br /> Data on gas composition, line pressure, and/or flow rates :: <br /> individual extraction wells or at the pump station can reveal tr.e <br /> existence of line breaks in the LFG collection system. When <br /> identified , the breaks are isolated , and the header lines must :)c <br /> excavated and repaired. Isolation of the break can be difficult , <br /> requiring assessment of well field performance data , visual ob- <br /> servation of the site surface, and knowledge of the site ' s sub- <br /> surface conditions . <br /> Decomposition of waste materials deposited within a landfill <br /> site results in differential settlement of the site surface. <br /> Cracks in parking and driveway surfaces are tested for the pre- <br /> sence of methane gas prior to being repaired. If methane is <br /> detected in excessive amounts , the nearby extraction wells are <br /> adjusted to prevent further venting of LFG through the site sur- <br /> face . Low areas in the site surface are inspected , recorded on a <br /> site plot plan, and periodically brought to grade with asphalt <br /> patch to promote proper site drainage . <br /> The most visible area of settlement (and the most difficult <br /> to repair) is at the building-landfill surface interface. Since <br /> both the concession/projection building at the drive-in and the <br /> sales/service center at the truck sales site are structurally <br /> supported, settlement occurring beneath and adjacent to these <br /> structures results in void spaces and cracks in the landfill site <br /> surface beneath and around the buildings. Repair of these cracks <br /> and voids is typically accomplished by regrading/tamping the area <br /> with dirt and/or gravel , followed by paving. T'he resurfaced area <br /> is tapered to provide a smooth transition between the asphalt <br /> patch and the existing site surface. <br /> Repair of cracks and voids and periodic adjustment of ex- <br /> traction well flow rates are important to the prevention of <br /> subsurface landfill fires in an extraction system. Should exces- <br /> sive air be drawn into the landfill through surface cracks , the <br /> elements necessary for ignition of subsurface waste materials <br /> (i .e. , oxygen, combustible material , and heat ) will be present. <br /> Control of subsurface fires is both difficult and costly. <br /> In mid-1981 , a subsurface fire was detected beneath a por- <br /> tion of the concession building at the drive-in theater site. <br /> Smoke and carbon monoxide (CO) were detected in surface cracks at <br /> the building-landfill surface interface. As an initial step in <br /> controlling/extinguishing the fire , cracks were filled and flow <br /> rates. from adjacent LFG extraction wells were adjusted ; all evi - <br /> dence of subsurface fire diminished. <br /> LFG-74 <br />
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