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ARCHIVED REPORTS_2011
Environmental Health - Public
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2011
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Last modified
7/17/2020 9:18:01 PM
Creation date
7/3/2020 11:04:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2011
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_2011.tif
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EHD - Public
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Construction Quality Assurance(CQA)Plan Extension of Closure Cap <br /> Corral Hollow Sanitary Landfill August 21, 2008 <br /> 4.2.4.4 Conformance Test Failure <br /> If a GCL conformance sample does not comply with the mtnimum requirements of the <br /> specifications, the GCL roll from which the sample was taken will be failed by the CQA <br /> Monitor, and replaced by the GCL Manufacturer at no additional cost to the Owner. <br /> 4.2.5 Surface Preparation. <br /> The surface must be prepared in accordance with the technical specifications. Before <br /> GCL instatlation, the surface will be inspected by the CQA Nlonitor and geosynthetics <br /> Contractor. The CQA Monitor must observe the following: <br /> ♦ All lines and grades have been verified by the Contractor. <br /> ♦ The soil surface has been rolled and compacted to he frele Of surface <br /> irregularities, loose soil, and protrusions. <br /> ♦ The soil surface does not contain stones or other objects tlh<it could <br /> damage the GCL. <br /> ♦ There are no excessively soft areas. <br /> ♦ The soil surface is not saturated, and no standing water is present. <br /> ♦ The soil surface has not desiccated. <br /> ♦ All construction stakes have been removed and there is no debris. rocks, <br /> or any other objects in or on the soil surface. <br /> ♦ The geosyntheties Contractor has certified in writing that the surface on <br /> which the GCL will be installed is acceptable. <br /> 4.2.6 Repair <br /> Anv holes or tears in the GCL will be repaired by the Contractor by placing powered <br /> hentonite around the damaged area a distance of 2 ft and then placing a GCL patch <br /> over the hole and surrounding bentonite. The patch will overlap the edges of the hole or <br /> tear by 2 ft in all directions. If deemed necessary by the Engineer; the patch will be <br /> secured with a water-based adhesive approved by the GCL Manufacturer. Care will be <br /> taken by the Contractor to remove any soil or other material which may have <br /> Vector Engineering, Inc. •143E Spring Hill Drive*Grass Valley,,CA• (530) 272-2448 <br /> -24- <br />
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