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ARCHIVED REPORTS_2004
EnvironmentalHealth
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6484
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS
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ARCHIVED REPORTS_2004
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Last modified
7/17/2020 3:53:21 PM
Creation date
7/3/2020 10:42:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2004
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2004.tif
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EHD - Public
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provided by the EARTHWORK CONTRACTOR. Hand-operated <br /> equipment shall be capable of achieving the specified densities. <br /> 3. For the Clay Liner Material, use compaction equipment meeting the <br /> following requirements: <br /> a. To provide satisfactory breakdown of materials to form a dense <br /> homogeneous fill free of visible voids. <br /> b. If hand-operated equipment is used, it shall be capable of achieving <br /> specified densities. <br /> C. If inadequate densities are obtained, provide larger and/or different <br /> types of additional equipment. <br /> d. Roll the finished surface of the final lift with a smooth steel drum <br /> roller or rubber-tired roller to eliminate tire or roller marks and <br /> provide a smooth, dense surface. <br /> D. Moisture Control Equipment:Equipment for applying water shall be of a type and <br /> quality adequate for the Work, shall not leak, and shall be equipped with a <br /> distributor bar or other approved device to assure uniform application. Equipment <br /> for mixing and drying out material shall consist of blades, discs, or other approved <br /> equipment. <br /> 2.11 EXCAVATION <br /> A. Excavation is unclassified. Complete all excavation, regardless of the type, <br /> nature, or condition of the materials encountered. The EARTHWORK <br /> CONTRACTOR shall be responsible for making own estimate of the kind and <br /> extent of the various materials to be excavated in order to accomplish the Work. <br /> 2.12 SLURRY CEMENT MIXTURE <br /> A. The EARTHWORK CONTRACTOR shall submit to QA/QC CONSULTANT a <br /> proposed slurry cement mixture that will be suitable for use in the anchor trench. <br /> 2.13 CONCRETE <br /> A. Miscellaneous concrete for anchorage of the pipe support columns shall conform <br /> to the provisions in CalTrans Standard Specification Section 90-10 Minor <br /> Concrete. <br /> 2.14 PIPE SUPPORT AND CLAMP <br /> A. Pipe support and clamp shall conform to the provisions in CalTrans Standard <br /> Specification Section 75, Miscellaneous Metal. <br /> 2.15 POROUS SUCTION CUP LYSIMETERS AND PROTECTIVE VAULT BOX <br /> A. Porous suction cup lysimeters shall conform with the requirements of ASTM <br /> D4696, Standard Guide for Pore-Liquid Sampling from the Vadose Zone. <br /> Forward Landfill WMU FU-04 <br /> 02300 8 EARTHWORK <br />
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