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Figure 5. 36" CMP Pond Outfall and Overflow Cap Detail
<br />Response To Adequacy Review, TR -04 Camp Bird Mine 112 Permit (M -1982 -090)
<br />September 10, 2012
<br />Figure Prepared For: Camp Bird Colorado, Inc
<br />P.O. Box 806
<br />Salt Lake City, UT 84110
<br />Figure Prepared By: Reardon Steel LLC
<br />18050 Road G
<br />Cortez, CO 81321
<br />1E ] ^ 1 ( ] - , [ 1 ^ ] [
<br />12" minimum thick [` [ ^ ,( ( C.
<br />] [
<br />concrete wing [ ] [
<br />L c 1 L [][ 1 C" [:
<br />][ 7 7 1 C ] 1 7
<br />•• 1 C ^ , C
<br />;'
<br />6" minimum bed depth
<br />below concrete -
<br />C
<br />minimum 36" wide wing
<br />channel wing shall rise 6"
<br />min; above overflow channel
<br />concrete shall cover
<br />upper 18" of pipe
<br />1
<br />1
<br />[. v : C, 173
<br />[. ^
<br />( -' 7 [ •' � : '] [ , ( ; 7 [ ' j 1 ' [ 7'[3.k 1 • C ., E 1
<br />: % ' ] [ - - ] [ - ,, , 1( ..
<br />[ ., [ , 7 [ [ t ] ( -, [ • ] C ( '1 C .] [ . �] C C [,
<br />•' _ _ [ . 1 ] t 3 - ] "
<br />",[ ] ] ^ ,[ ^ ][ "
<br />C 1_ E
<br />,. , [ " .. 1 C ^ – , 1 ., - .' 1 -• ][
<br />C C I („ I („ (I C „ ( (" C 7' C '• E. 1 (7 [: , C ., C , (� C I C „ [r 1 C " ( ][ "r_,11.7 ] (^
<br />,., . .. , " [ , "" ] '' , " .] .. ,[ " 1 ,,[ , 1 " " ,, ,[ .,
<br />- ]C [ '1 ] 1: 1 6.. ^] C ] :]G 1_ ['],:]C - I' :1G •1 E ]G 1 ['1 7 11 1 71 C
<br />C - , C ^ I , ( ( C ] [= C: 1 ( P
<br />u C _, [ .., 1 C ( - C ( ] [ � I , [ . u[_1 .,1C '1 , G L
<br />, , ] I [ ? G� 7 [ 1 ]
<br />( C ' ^ 7 [ ^ ] i 3 " ] ' i � ^ ] 1 - "� - �
<br />] [ ^ ] [ ] ] [ ] ] [ ^ ] [ lower 18" of pipe shall be
<br />^' [u . . . � ; ' E .. ^ ,.. . ] C.' � ^ „�' [ ' ,.; .' [ _ •- -
<br />( 7 , C ] [ < i ] ( _, [ ] [ [ I C , , ( 1 [ C (- 1 [ ; ] (•< < 7 [ 7 [ [ �:, ] .0 ] ` embeded in compacted fill =-
<br />:: 1 [ -- " 1 - 1 C ^ 7 1 -1 ( ^ " 1 " 1 [ 7 " 1 ' 1 E. - (4" lifts _ m _ echa _ n _ icall y compacted)
<br />[ ^ .. .........-.1 " [ I[ ^L .... C'lL] ^ [ ^( "[ ] [.'(. , [ "(, 7 C 7( 7 C"( 1 [ •-• ] ( ^( 1 [ ^ - ] ( ^ ] (^ _
<br />- ] " , [ .. [ . ^ .] " -, 1 .. r 1 " 3 ( _ ( ^ d _ ] 1 .. [ " 1 , 1 .. ( " ] -- ] [ ,. ( " 7 -- ] _ [ ,. E r. � _ —_
<br />?[: u] 1 C' ^ ^ 3 L ..1. 1 [• ^ .- .3[ 1 [ - ^ ..11 1 :. •1[:'"'..( 3 ] C' ^ ..1 P' ^ ..3[ u 1 :. " 11
<br />[• -1 ] ( f ] ( _, ] C 1 . ( 1 � ^ 7 C C �- 7 (:, �. ^] _C C [: , C• , (o ] [ I ] [ ] [ t �. ] ( , [ • C ] 6. ` 1--
<br />•][' 3 .1 [ '1_ .1 1: ] " [ •']_�1 C. '1 1 [' -1[ .1 .; ('' - 1 .-� C 3 1] ' 1 7 C'1 l 1 3 L '' .. "
<br />3 ] [.,(, ( "(, C "( ] ['r 1 [• 1 C " 1 C.,(1 Cam(. , C ^(. ] [ ^ ["(] ( ( ] C 7( 1 L _ _
<br />-] " ., C . ,_• (.^.] •-, _, C . .. [ ^ .] ., ., C. • [ .] ., ., C . [ •] ., ., [: ,a [ ^ 1 " ] C• ,: ] ^ •] ^ ] _ ] .: ( ^ :r
<br />I [ -" 1 ^ . , 1 C : . I 1 [ : , , [ " 1 . 1 r.', [" ^ � [ , " 1 1 ( � � C . [ " ^ , ' C X 7 1 [ .. 3 [- 1 1 =]( 1 1 -
<br />• ( .1 C ^ ] [ [ t ""
<br />i ( . 1: ^7 '( E I [ ^ 7 (. ^ ] : [ C C .u 1 .. C 1 .,[ C . . [ 1 [ . C ..[ 7 [ ^ 1 C C• " .. ^ 7 L ^ .: C. [ I - C
<br />1 71 1 1_7;3 [- 1 .; 7 C '] •.. "1 C 1 6..7 1 1 1 _ ] C 7 � 7 1 E 1 . L ' _ " 1 1. 1 ,: [ 1_ 3 .. C • 1 _ "] (• 1
<br />C.- [ . C 1 C , , [ ] . C 7 1 1 C'. C_ _C C. 1 • C ' , C_ - [ , G_ -C [ • 1 (' 7 _ _ ( . C 1 [- i ( _ I . [ . [ ' 1 C- a C'_ 1. c (' _ 7( ... .
<br />56" minimum cap width
<br />ELEV. 9,751.5 FT
<br />ELEV. 9,748 FT
<br />0.138" thick wall
<br />galvanized coating
<br />1" deep corrugations
<br />6" thick concrete cap
<br />2 coats of bituminous paint
<br />- along concrete contact
<br />[ : [- . ( . [ C
<br />` ' 56 minimum trench width' :[
<br />,. ] ( 1
<br />–'C (. .1 [ ,] ]. 1 C 1 L ] [ ,I (
<br />tea �7 7 --1
<br />^, C..] ..( ., 1 --E 1 .1 1 7. 1 [ -] .. �1.111 ., _
<br />" .,( " C " n. ]- '
<br />I [ ,C, 1 1 C '] ]
<br />^ 3 - [ '• . 1 1 " 1 , 1 [ " ^ , 1 _ 1
<br />I , [
<br />concrete cap /channel
<br />clay liner, placed in 4"
<br />mechanically compacted lifts
<br />earthen dam, currently in place
<br />ELEV. 9,752 FT
<br />1
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