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ARCHIVED REPORTS_2006_4
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ARCHIVED REPORTS_2006_4
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Last modified
7/17/2020 3:53:24 PM
Creation date
7/3/2020 10:51:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_4
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
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2006_4.tif
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EHD - Public
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B. Butt -Fusion Joining: Butt -fusion of pipes and fittings shall be performed in <br />accordance with the pipe manufacturer's recommendations as to equipment and <br />technique. Depending on site conditions, butt -fusion joining shall be performed <br />in or outside of the excavation at the EARTHWORK CONTRACTOR's option. <br />3.6 PLACEMENT IN LEACHATE COLLECTION TRENCH <br />A. General: Care shall be exercised when lowering pipe into the trench to prevent <br />damage or twisting of the pipe. <br />B. Pipe Base: Pipe and fittings shall be laid directly on Coarse Gravel in leachate <br />collection trench as shown on Construction Drawings. The trench bottom shall be <br />carefully shaped to conform to the shape of the pipe and fittings for the bottom <br />one-quarter of the pipe. <br />C. Coarse Gravel Backfill: Backfill material shall be as specified in Section 02300, <br />EARTHWORK, and shall be placed in accordance with that Section and as shown <br />on the Construction Drawings. <br />3.7 CONNECTION AND REMOVAL OF 3 -INCH DIAMETER LEACHATE <br />COLLECTION PIPES <br />A. The EARTHWORK CONTRACTOR shall develop a leachate mangement plan <br />with the OWNER, DESIGN ENGINEER, and QA/QC CONSULTANT to address <br />the control and containment of leachate during connection and removal of LCRS <br />pipes and trenches. <br />B. Connect WMU FU -04 and WMU FU -05 3 -inch perforated HDPE pipes using <br />appropriate coupler. Extend filter geotextile and coarse gravel as necessary to <br />connect LCRS trenches. Overlap filter geotextile a minimum 3 -feet. <br />F. As shown on the Construction Drawings, route the 3 -inch solid HDPE leachate <br />header pipe from the western end of WMU FU -05 (located on the top deck of the <br />former Austin Road Landfill) to the base of WMU FU -04. Route the 3 -inch solid <br />HDPE leachate header pipe from the eastern end of WMU FU -05 (located on the <br />top deck of the former Austin Road Landfill) to a temporary leachate storage tank <br />provided by the OWNER. Once construction of the WMU FU -05 base liner, <br />LCRS components, and protective operations layer in the southern portion of the <br />WMU FU -05 cell is completed.and approved for disposal by the RWQCB, route <br />the 3 -inch solid HDPE leachate header pipe that drains to the temporary leachate <br />tank to the base of the southern portion of the WMU FU -05 cell. The 3 -inch <br />solid HDPE leachate pipe shall be field fit and located such that it shall not <br />damage the WMU FU -05 lining system components. <br />3.8 PLACEMENT OF LEACHATE RISER PIPES <br />A. Place leachate riser pipes at location shown on the Construction Drawings. <br />B. Connect pipe sections by thermal butt fusion. <br />Forward Landfill WMU FU -06 <br />02535 4 LEACHATE PIPES <br />
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