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2009-12-21_REVISION - M1980244 (43)
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2009-12-21_REVISION - M1980244 (43)
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Last modified
6/15/2021 5:52:24 PM
Creation date
12/30/2009 8:52:46 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
12/21/2009
Doc Name
QA Liner Recert- App. A, Phase IVa and IVc Certification Documentation
From
CC&V
To
DRMS
Type & Sequence
AM9
Media Type
D
Archive
No
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August 2002 -18- 003 -2203 <br />• 3.0 GEOSYNTHETICS INSTALLATION <br />Geosynthetics installed in the Phase Wa Area consisted of geotextile, geogrid, and <br />geomembrane. Twelve -ounce, non -woven geotextile manufactured by Amoco Fabrics and <br />Fibers Company (Amoco) of Austell, Georgia, and 40 -mil smooth LLDPE geomembrane <br />manufactured by Poly -Flex of Grand Prairie, Texas were used to construct the LDT for the <br />Phase Wa Area. The Phase Wa OSA composite liner system included 80 -mil single -sided <br />textured LLDPE geomembrane manufactured by Poly -Flex of Grand Prairie, Texas. The <br />Underdrains were constructed with 12 -ounce non -woven geotextile manufactured by Amoco. <br />Geogrid manufactured by TENSAR was used in the remediation of select underground <br />workings as noted in Section 2.1. <br />3.1 Underdrains <br />Geosynthetics installation for the Primary and Secondary Underdrains was performed by Ames, <br />and included deployment of 12 -ounce non -woven geotextile. Ames installed approximately <br />56,162 square feet of geotextile to construct the Underdrains. Underdrain construction is <br />discussed further in Section 2.2. <br />3.2 Leak Detection Trench <br />Ames installed 12 -ounce non -woven geotextile and 40 -mil smooth LLDPE geomembrane in <br />the LDT for the Phase Na Area. Ames installed approximately 11,380 square feet of <br />geotextile and 6,828 square feet of geomembrane for the LDT. To construct the LDT, Arises <br />placed a layer of 40-mil smooth LLDPE geomembrane in the LDT, and laid geotextile over <br />the geomembrane. After piping and LDF were placed in the trench, the geotextile was <br />wrapped around the fill with a minimum 1 -foot overlap, as shown in Detail 1, Drawing 14. <br />Poly -Flex extrusion welded geomembrane seams in the LDT. LDT construction is discussed <br />further in Section 2.3. <br />1-wrn22or"O\CcnxepoSO2\O 2203.MD,oa740bd&c Colder Associates <br />
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