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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
Fields
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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If Mafk Valium <br />t Enviforimi'nLll C:n,;nl i:tfcrt <br />h<,sc.i Dfain,t,n <br /> <br />amec <br />tplta.i „ 21,, <br />As part of the 4" POPE installation, a windrow should be constructed along the entire length of <br />the pipe using the same detail as presented in Figure 3. <br />Figure 5 presents a plan layout of shallow trenches to be excavated along the internal access <br />road/bench. The trenches are to be excavated to a maximum depth of 8 inches below the existing <br />DCF surface and spaced approximately 100 feet along the access road. The trenches should span <br />the entire width of the access road. Prior to excavation of the shallow trench, the area should be <br />scarified a minimum of 2 feet from the centerline of each trench to improve percolation. The <br />trenches are to be excavated after the area has been scarified. Once the trench has been <br />excavated, a PCPE pipe should be placed in the trench and backfilled with DCF and a windrow <br />formed above the pipe (see Figure 6). Since these are simple collection trenches, any size POPE <br />pipe may be used in the trenched. <br />Rxwdn B' PCFS <br />-"-- Cut a nunimum o1`6 trenches <br />•(: <br />perpendicular to access road <br />-'T Trench spacing approx. 100' <br />Place PC'PE pipe in trench and <br />_'a r • t l r backfill <br />i <br />M' \ <br />f w \ r._ <br />Solution application header pipes <br />.. M .w <br />h A <br />Figure 5 Shallow trench plan <br />Figure 7 presents a general plan showing the area of the DCF that should be scarified. The <br />purpose of scarifying the DCF is to create a zone of enhanced percolation so that leach solutions <br />will enter the nearby Tertiary pipes. The DCF should be scarified to a depth of 4 to 8 inches. In <br />addition, windrows should be constructed upgradient of any new and existing solution collection <br />pipes within the area to be scarified. <br />It is important to note that the DCF should only be scarified prior to installation of any new <br />solution collection pipes to avoid damaging the pipes. Windrows would need to be constructed <br />after installation of new pipes. <br />S 1PROJECTS11193 ocdv gold mining phase 4 dralnageW • desgn\phase 4 drainage letter.doc 4
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