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ARCHIVED REPORTS_2013_8
Environmental Health - Public
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ARCHIVED REPORTS_2013_8
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Last modified
7/17/2020 3:53:43 PM
Creation date
7/3/2020 10:57:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_8
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_2013_8.tif
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EHD - Public
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2. Types: <br /> a. Preferred: "J" type seams. <br /> b. Acceptable: Flat or butterfly seams. <br /> 3. Stitch Count: Minimum 3, to maximum 7, stitches per inch. <br /> 4. Stitch Type: Double-thread chainstitch, Type 401, Federal Standard <br /> No. 751a. <br /> 5. Sewing Machines: Capable of penetrating four layers of geotextile. <br /> 6. Stitch Location: 2 inches, or more,if necessary, from geotextile edges to <br /> develop required seam strength. <br /> 3.3 REPAIRS <br /> A. Should the geotextile on the Geocomposite be damaged during any step of the <br /> installation,torn or punctured sections shall be repaired by placing a piece of <br /> geotextile which extends at least 2 feet in all directions beyond the damaged area. <br /> Geotextile repair patches shall be secured by sewing or bonding as approved by <br /> the QA/QC CONSULTANT. <br /> B. Repairs to the geonet shall be made by cutting a patch and joining using plastic <br /> ties. The patch must extend at least 2 feet in all directions beyond the damaged <br /> area. The geotextile shall then be repaired as required above. <br /> 3.4 CONSTRUCTION QUALITY CONTROL <br /> A. The QA/QC CONSULTANT shall enforce all requirements associated with the <br /> Geocomposite to ensure compliance with the CQA Manual. <br /> B. The QA/QC CONSULTANT may, at its discretion,perform destructive geotextile <br /> seam tests of the installed Geocomposite. <br /> 3.5 ACCEPTANCE <br /> A. GEOSYNTHETICS CONTRACTOR shall retain ownership and responsibility <br /> for Geocomposite until accepted by OWNER. <br /> B. OWNER will accept Geocomposite when all of the following conditions are met: <br /> 1. The installation is complete. <br /> 2. Required documentation is complete. <br /> 3. The QA/QC CONSULTANT's final report is complete. <br /> 4. Verification of the adequacy of all seams and repairs, including associated <br /> testing, is completed. <br /> 5. Written certification documents have been received by the QA/QC <br /> CONSULTANT and OWNER. <br /> PART 4 MEASUREMENT AND PAYMENT (Refer to Section 01200, MEASUREMENT <br /> AND PAYMENT PROCEDURES) <br /> END SECTION <br /> FORWARD LANDFILL WMU FU-13OCO E MPOSITE <br /> G <br /> 02774 8 DRAINAGE NET <br />
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