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REP50568
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Entry Properties
Last modified
8/25/2016 12:55:31 AM
Creation date
11/27/2007 12:52:51 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999002
IBM Index Class Name
Report
Doc Date
4/21/2000
Doc Name
CONSTRUCTION REPORT AND CERTIFICATION FOR STORM WATER RUNOFF POND
From
AMERICAN SODA
To
DMG
Media Type
D
Archive
No
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1 Kvaerner Metals Protect No. 3ossoo <br />General Specification No. GC-18 <br />' Geosynthetic Lining <br />3.3 Geotextile <br />1 Geotextile material shall be anon-woven, needle-punched polyester fabric, such <br />as Trevira 1135, designed and manufactured specifically for tensile <br />' reinforcement, planar flow and filtration. The material shall be free of holes, <br />undispersed raw material, broken needles or any sign of contamination by foreign <br />matter. The geotextile shall conform to the following requirements: <br />Pro ert Value Test Method <br />Thickness 135 mils ASTM D1777 <br />Unit Weight 10 oz/sy ASTM D3776 <br />' Burst Strength 550'PSI ASTM D3786 <br />' Permeability (k) 0.52 cmisec <br />Grab Strength ASTM D4632 <br />machine direction 390 Ibs <br />' cross direction 330 Ibs <br />Grab Elongation ASTM D4632 <br />' machine direction 'i5% <br />' cross direction 85°/D <br />Equivalent Opening Size 70 - 100 sieve <br />4.0 INSTALLATION <br />' Prior to starting the installation of HDPE liner, the Contractor shall provide the Engineer <br />with the manufacturer's printed instructions pertinent to the installation of the material, a <br />copy of material certification, and the relevant written guarantee against failure due to <br />ultra-violet degradation. <br />' The Contractor shall provide a proposed panel layout for Engineer's approval prior to <br />commencing the work. It is the Contractor's responsibility to submit timely proposal <br />(allowing two weeks for approval) in order to avoid delays in construction schedule. <br />' - - Such proposal shall consider the lengths and widths of tha Uanels as to minimize field <br />seaming and reducing handling effort of the material. <br />' The Contractor shall account for rapid atmospheric changes resulting delays in welding <br />of seams. Welding and repairs will be permitted only when the weather conditions are <br />' J.U°fi9~WP~5PEC15TRUCTIGCIBSPC.DOL. Rev 10~ 7 PnnleE June ]. 1999 <br />
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