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2008-08-11_REVISION - M1980244 (4)
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2008-08-11_REVISION - M1980244 (4)
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Entry Properties
Last modified
8/24/2016 3:35:24 PM
Creation date
8/18/2008 10:33:32 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
8/11/2008
Doc Name
TR46 & 47 Drainage Enhancement
From
CC&V
To
DRMS
Type & Sequence
TR46
Email Name
BMK
Media Type
D
Archive
No
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amec <br />excavate to the liner surface along the entire extension length, thereby minimizing the risk of <br />damaging the geomembrane liner. At the extension pipe - existing pipe transition point, the <br />extension pipe should be trenched down to within a few inches of the existing Tertiary pipe. Care <br />must be taken to avoid damaging the geomembrane liner. In general, machine excavation should <br />be limited to within 12 inches of the surveyed geomembrane liner surface (as shown on the as- <br />built drawings). It is also important to note that the pipes do not need to be connected, however <br />end caps should be used to prevent DCF from entering the extension pipe. <br />s>dwag d. PCPs `Mdmd 4- Tutl4 D0 to Or dP*d <br />M1 <br />Solution application header tapes <br />wI'? <br />T- <br />Figure 1 Extension of 4" Tertiary pipes <br />Scarify upper 4 to 8 inches along 4" Tertiary pipe Wension <br />alignmert of new pipe <br />DtF Layer Trench down to within a <br />few inches of the existing <br />pipe <br />Note Machine mocaretmn sbodd be lintled to <br />Ede to 4" Tertiary pipe wilbin it Inchas of the geommkrme liner. <br />Hmd mairatim metboda shotald be ued to <br />reach the uieJeS Tertiary p#- <br />e 2 'tertiary pipe extension detail <br />S:\PROJECTS\1193 cc6v gold mining phase 4 dramage\h2 - despn\phase 4 drainage letter doc 2
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