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ARCHIVED REPORTS_2004
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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W
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WAVERLY
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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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2. The price quoted shall include full compensation for furnishing all labor, <br /> equipment, materials, submittals, tools, accessories and incidentals, and for <br /> performing all Work specified including, but not limited to, installing, <br /> perforating, retrofitting, seaming, repairing, protection, placing cushion <br /> geotextile under 18-inch leachate riser pipes, and all QA/QC <br /> documentation required to complete the Work in accordance with Section <br /> 02535, LEACHATE PIPES, of these Specifications and the Construction <br /> Drawings, and as directed by the QA/QC CONSULTANT. <br /> 4.5 FILTER GEOTEXTILE (SUPPLIED BY GEOSYNTHETICS CONTRACTOR AND <br /> INSTALLED BY EARTHWORK CONTRACTOR) <br /> A. Measurement: <br /> 1. Measurement for installing the Filter Geotextile shall be by the square foot <br /> on the basis of dimensions shown on the Construction Drawings, or, if the <br /> Construction Drawing dimensions are modified by the OWNER, DESIGN <br /> ENGINEER or QA/QC CONSULTANT, on the basis of as-built surveys, <br /> excluding joint overlap and wasteage. <br /> 2. Quantities will be calculated by the planar area (i.e. not corrected for slope) <br /> of the base of the landfill cell. For the portion of WMU FU-04 that overlies <br /> the former Austin Road Landfill, quantities will be calculated based on the <br /> planar area of the Filter Geotextile placed above and below the granular <br /> drainage material. No separate measurement shall be made for Filter <br /> Geotextile installed in the sumps, leachate collection trenches, anchor <br /> trenches, protection of the leading edge of the geomembrane, and for <br /> runouts, terminations, and tie-ins. <br /> B. Payment: <br /> 1. Payment for installing the Filter Geotextile shall be by the unit price per <br /> square foot quoted in the Bid Form. <br /> 2. The price quoted shall include full compensation for furnishing all labor, <br /> equipment, materials, submittals, tools, accessories and incidentals, and for <br /> performing all Work specified including, but not limited to, installing, <br /> seaming, repairing, and protection to complete the Work in accordance with <br /> Section 02771, GEOTEXTILES, of these Specifications and the <br /> Construction Drawings, and as directed by the QA/QC CONSULTANT. <br /> END OF SECTION <br /> Forward Landfill WMU FU-04 <br /> 01200 8 PRICE AND PAYMENT PROCEDURES <br />
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