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ARCHIVED REPORTS_2012
Environmental Health - Public
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CORRAL HOLLOW
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2012
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Last modified
7/17/2020 3:53:38 PM
Creation date
7/3/2020 11:05:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2012
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_2012.tif
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EHD - Public
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2.04 EXTRUDATE ROD OR BEAD <br />A. Made from same resin type as the geomembrane. <br />B. Containing 2 to 3 percent carbon black. <br />2.05 MANUFACTURE WARRANTY <br />A. Provide manufacturer's warranty for geomembrane material in compliance with <br />provisions of the Conditions of the Contract. Provide a minimum 20 -year pro rata <br />warranty for the material against defects. <br />3.01 EXAMINATION OF GEOMEMBRANE SUBSURFACE <br />A. Examine the areas and conditions under which work of this Section will be <br />performed. Correct conditions detrimental to timely and proper completion of the <br />work. Notify the Engineer of such conditions and proposed corrective actions before <br />correcting unsatisfactory conditions. Do not proceed until unsatisfactory conditions <br />are corrected. <br />B. Verify in writing to the Engineer that the soil on which the geomembrane will be <br />installed is acceptable. Installation without written acceptance means acceptance. <br />C. Verify that no particles project from the underlying surface that could puncture the <br />geomembrane. <br />3.02 PREPARATION <br />A. Repair damage caused to underlying soil or geosynthetic surface during <br />' deployment. <br />B. Round edges of anchor trenches or cushion with geotextiles. <br />3.03 WELDING EQUIPMENT <br />A. Maintain sufficient operating seaming apparatus to continue work without delay. <br />B. Use power source capable of providing constant voltage under combined line load. <br />C. Provide protective lining and splash pad large enough to catch spilled fuel under <br />electric generator, if generator is positioned on geomembrane. <br />SIYAW ENV/RONMENTAL, /NC. <br />San Joaquin County — Extension of Cap Corral Hollow Sanitary Landfill — CH—Closure Cap Ext Proj—Technical Specs -4-19-12 Revl.DocRev. 0, 04/05/2012 <br />LLDPE Geomembrane <br />1 02779-9 <br />
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