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COMPLIANCE INFO_FINAL WMU FU-23 DESIGN RPT & CONCURRENCE LTRS
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COMPLIANCE INFO_FINAL WMU FU-23 DESIGN RPT & CONCURRENCE LTRS
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Last modified
12/1/2023 8:51:58 AM
Creation date
11/30/2023 9:10:04 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
FINAL WMU FU-23 DESIGN RPT & CONCURRENCE LTRS
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\cfield
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EHD - Public
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<br /> <br /> Forward Landfill WMU FU-23 02300 9 EARTHWORK <br />2.12 LYSIMETERS <br /> <br /> A. Provide pipe, backfill, and filter geotextile as detailed on the Construction <br />Drawings. <br />2.13 CONCRETE <br /> <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 /> <br /> <br />2.14 PIPE SUPPORT AND CLAMP <br /> <br /> A. Pipe support and clamp shall conform to the provisions in CalTrans Standard <br />Specification Section 75, Miscellaneous Metal. <br /> <br />PART 3 EXECUTION <br /> <br />3.1 PROTECTION OF EXPOSED SURFACES <br /> <br /> A. During seasonal shutdowns and during other periods of prolonged exposure (more <br />than 3 days) of excavated or filled areas, or stockpiles, the EARTHWORK <br />CONTRACTOR shall provide labor, materials and equipment, as required by the <br />OWNER, to maintain and protect exposed surfaces of cut-and-fill slopes against <br />wind and water erosion and/or damage. Prior to the application of protective <br />erosion control measures, the exposed surfaces shall be sloped to drain, and be <br />compacted with a smooth drum roller, to eliminate ruts and ridges formed by <br />construction equipment. Methods used to protect exposed surfaces must be <br />approved by the QA/QC CONSULTANT; however, the EARTHWORK <br />CONTRACTOR shall be responsible for the effectiveness of the protective <br />method. In addition, the EARTHWORK CONTRACTOR shall be responsible <br />for providing all necessary earthwork to protect all exposed geosynthetic <br />materials installed by the GEOSYNTHETCS CONTRACTOR. <br /> <br />3.2 EARTHWORK - GENERAL <br /> <br /> A. Required lines, levels, contours and datum shall be identified by the <br />EARTHWORK CONTRACTOR before the start of earthwork operations. <br /> <br /> B. Earthwork shall conform to lines, grades, and minimum thicknesses and slopes <br />indicated on the Construction Drawings and as specified in this section. <br /> <br /> C. Drainage ditches shall be constructed and maintained to provide drainage during <br />construction as directed by the OWNER. <br /> <br /> D. The EARTHWORK CONTRACTOR shall be responsible for providing siltation <br />control and management during construction, in general accordance with the <br />site’s approved Storm Water Pollution Prevention Plan.
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