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GJN3693 E-mail 06.28.04
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GJN3693 E-mail 06.28.04
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Entry Properties
Last modified
1/19/2010 2:20:56 PM
Creation date
7/7/2008 1:56:06 PM
Metadata
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Template:
PW_Capital
PW_Document_Type_Capital
Correspondence
PW_Active
No
External_View
No
GJN
003693
GL_Project_Number
915014
Retention_Destruction_Date
5/1/2019
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STRUCTURAL STORM WATER TREATMENT SYSTEM <br />Cr~ill nnntrnl rlavisGa VES I-l n0 ^ <br />v <br />Test n~ vv~ ~ <br />Oil type <br />Introduction <br />Influent <br />Individual <br />Influent <br />Effluent oil <br />Individual <br /> ? Flowrate oil Test oil unit <br /># Supply Input @ Dosing Recovered Retention <br /> MSDS constant Rate time <br /> flowrate <br /> Specific (gpm, (mg/L) (min) (mg/L) (mg/L) (min) <br /> ravi L/s... not %'s not %'s not %'s <br />PART 3.00 EXECUTION <br />3.01 INSTALLATION <br />A. The structural stormwater treatment system shall be constructed according to <br />the sizes shown on the Drawings and as specified herein. Install at <br />elevations and locations shown on the Drawings or as otherwise directed by <br />the Engineer. <br />B. Place the precast base units on a granular sub base with a minimum <br />thickness of six inches after compaction or of greater thickness and <br />compaction specified elsewhere. The granular sub-base shall be checked for <br />level prior to setting and the precast base sections of the stormwater <br />treatment system shall be checked for level at four quadrants after setting. If <br />the slope from the second structure to the first structure exceeds 0.25%, one <br />of the base sections shall be removed and the granular, excavation floor <br />material re-leveled. <br />C. All structural system components and system piping shall be made watertight <br />by the means mentioned previously in this document. <br />D. Where holes must be cut in the precast sections to accommodate pipes, do <br />all cutting, before setting the sections in place to prevent any subsequent <br />jarring which may loosen the mortar joints. The Contractor shall make all pipe <br />connections. <br />3.02 FIELD TESTING <br />All structural stormwater treatment systems incorporated in the storm drain line <br />shall be filled full of water up to the lowest pipe invert and tested for ex-filtration <br />and infiltration in high water tables conditions. Any loss of water constitutes a <br />trap not watertight and the leak must be found and corrected. <br />'fir. <br />C:\Documents and Settings\cewaddc\Local Settings\Temporary Internet <br />Files\OLKDB\FINALWATERQUALITY.doc PAGE 4 <br />
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