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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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EHD - Public
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<br /> <br /> Forward Landfill WMU FU-23 02300 10 EARTHWORK <br /> <br /> E. Care shall be taken during earthwork operations to avoid damaging synthetic <br />components of the landfill including HDPE Pipe, Geotextile, Geomembrane, <br />Geosynthetic Clay Liner, and Geocomposite Drainage Net. Damage caused by <br />the EARTHWORK CONTRACTOR shall be repaired at the EARTHWORK <br />CONTRACTOR's expense in accordance with the applicable Specification <br />requirements. <br /> <br />3.3 BORROW AREA OPERATION <br /> <br /> A. All borrow areas shall be kept neat and orderly. Work areas in a systematic <br />manner. Keep borrow areas graded to drain and take all necessary precautions to <br />minimize erosion. The EARTHWORK CONTRACTOR shall review the <br />excavation plan with the QA/QC CONSULTANT prior to any excavation from <br />borrow areas. Leave all surplus material in the borrow area. Maintain access <br />roads as necessary at EARTHWORK CONTRACTOR's expense. Excavation at <br />the borrow pits shall be limited to the elevations shown on the Construction <br />Drawings and shall be excavated to permit the completed area to slope to drain to <br />the surrounding area after completion of all Work. <br /> <br />A. The EARTHWORK CONTRACTOR shall selectively stockpile the onsite fine <br />grained material to use as Clay Liner and Clay Earthfill Material. The <br />EARTHWORK CONTRACTOR shall also selectively stockpile material <br />appropriate for use as protective operations layer. <br /> <br /> C. Soils to be excavated are variable. Soil suitable for use as the Clay Liner <br />material, Clay Earthfill or Protective Operations Layer may only be encountered <br />in thin intermittent seams. <br /> <br /> D. The EARTHWORK CONTRACTOR shall make all reasonable efforts to <br />determine the type of soil being excavated at all times. Equipment operators or <br />the EARTHWORK CONTRACTOR's representative directing excavation shall <br />have sufficient knowledge and understanding of soil classifications to determine <br />general soil type. <br /> <br /> E. If vegetative material or topsoil is encountered in the borrow area, it shall be <br />removed and stockpiled at an onsite location, as directed by the OWNER. <br /> <br />3.4 EXCAVATION <br /> <br /> A. Perform all excavation of every description, regardless of the type, nature, or <br />condition of material encountered, as specified, shown, or required to accomplish <br />the construction. Transport excavated material to where it will be placed or to the <br />designated stockpile area. Any refuse excavated shall be placed in active landfill <br />areas, as directed by the OWNER. <br />
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