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2005-11-02_REVISION - m1977348
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2005-11-02_REVISION - m1977348
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Entry Properties
Last modified
6/16/2021 5:22:10 PM
Creation date
11/21/2007 9:03:25 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
m1977348
IBM Index Class Name
Revision
Doc Date
11/2/2005
Doc Name
Reclamation Map
From
Holcim
To
DMG
Type & Sequence
AR1
Media Type
M
Archive
No
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id <br />Ilk <br />\ \\ \ —S330 <br />U S390 <br />IF•- - \ `\ 330-\ \ — \ i _— \ / \ � \ \\ \\ \ \ <br />\ — — S_: <br />-- - -- \349.6\ <br />� <br />\ <br />X — <br />Mm( 1 <br />i331.7 ' \_ -\ \\ \\ - -\ - - J - i� r l X 5 01.3 \ <br />\ _ <br />x,5402.4 <br />`INSTALLED RIPRAP PERK \\ \ <br />— — — _ DETAIL THIS SHEET <br />/ - -_ — — — <br />33 72� \� \ \_ \— \\ '—k \ \ __ \l \ \INSTALLEDRIPRAPPER ) <br />\ \ \ \ \ \ S3 X _k�\ \ \ c \ �_ _\ \ DETAIL l[S SHEET / <br />\ \ \ r \ \ <br />5367.2 <br />X \'-- - - - - -- �_ S31 <br />\ <br />k <br />\\ \ \\ \\ \ \\ \\ \\ \ \ \ 5392 -9- <br />X5320,1 S <br />— 330 <br />\ \ \ \ \ \ \ \ \ \ \ \ 5402. \ \ <br />1 5309.81 <br />-3310- <br />2.0' TYPE M <br />RIPRAP <br />EXISTING <br />GRASS -LINED <br />CHANNEL INVERT <br />III IVA � <br />AS- CONSTRUCTED <br />CHANNEL INVERT <br />APPROX. 6" THICK LAYER <br />OF GRANULAR <br />BEDDING MATERIAL <br />(J "t ANGULAR ROAD BASE) <br />N.T.S. <br />/ VARIES <br />GENERAL <br />COMPACTED <br />FILL <br />EXISTING <br />CHANNEL <br />INVERT <br />NOTES: <br />1. TO MINIMIZE DISTURBANCE OF THE DRAINAGE AREAS, RIPRAP APRONS <br />WERE CONFINED TO THE EXISTING INCISED CHANNELS. <br />2. WITHIN THE DRAINAGE CHANNELS, GENERAL FILL MATERIAL WAS USED <br />TO CREATE 4H:1V SLOPES OR FLATTER FROM THE GROUND SURFACE AT <br />THE HEADCUTS TO THE BOTTOM OF THE CHANNELS. <br />3. FILL MATERIAL WAS OVERLAIN WITH APPROXIMATELY 6" OF A BEDDING <br />MATERIAL CONSISTING OF 3/4" ANGULAR ROCK, SMALLER ROCK <br />FRAGMENTS, AND FINES. <br />4. ALL RIPRAP WAS PLACED ON BEDDING MATERIAL TO A DEPTH OF <br />APPROXIMATELY 2'. <br />5. RIPRAP WAS TYPE M SANDSTONE WITH PHYSICAL CHARACTERISTICS PER <br />DETAIL THIS SHEET. <br />6. RIPRAP WAS ANGULAR IN SHAPE WITH THE MAJORITY OF ROCK SIZE <br />BETWEEN 4" AND 12" WITH SOME ROCK AS LARGE AS 36 ". <br />7. MINIMAL BEDDING AND RIPRAP WAS EXTENDED ONTO THE BOTTOM OF <br />THE CHANNELS TO AVOID DISTURBANCE OF VEGETATION ESTABLISHED <br />WITHIN THE CHANNEL. <br />CONTOUR INTERVAL: 5' MINE AREA <br />TYPE M RIRAP PHYSICAL CHARACTERISTICS <br />L.A. Abrasion (ASTM C 535) = 20 -30 <br />Absorbption (ASTM C 127) _ <1.4 <br />Specific Gravity (AST< C 127)= 2.5 - 2.7 <br />Soundness -No% loss (ASTM C 127) 8 -11% <br />KE <br />Scale: <br />woo 2000 Tc <br />LEGEND <br />BOUNDARY BETWEEN <br />5' AND 2' CONTOURS <br />PROPERTY BOUNDARY <br />45 <br />CONTOURS, 2' INTERVAL <br />SIGN <br />-- <br />CONTOURS, DEPRESSION <br />RAILROAD <br />x,am. <br />SPOT ELEVATION <br />BRIDGE <br />Ql <br />BUILDING <br />CULVERTS o <br />C3 <br />BUILDING, MISC. <br />FLUME <br />`/ <br />DECK <br />CANAL <br />VCC <br />WALL <br />STREAM <br />SIDEWALK <br />LAKE <br />O <br />TANK <br />VEGETATION LINE •- <br />r <br />WQ <br />FENCE OBSCURITY OUTLINE <br />NN <br />ZD <br />FLAGPOLE OBSCURITY HATCH <br />•" <br />ORNIMENTAL PLANT <br />UTILITY POLES -O- fl <br />DRIVEWAY, UNPAVED <br />GUY ANCHOR <br />—� <br />DRIVEWAY, PAVED <br />LAMP POLE o <br />PARKING, UNPAVED <br />WATER UTILITY <br />V <br />PARKING, PAVED <br />GAS UTILITY / <br />� <br />TRAIL COMMUNICATION <br />UNITS e> <br />ROAD, UNPAVED <br />RADIO ANTENNA <br />C <br />io <br />ROAD, PAVED <br />CONTROL POINT A, <br />GUARDRAIL <br />,,,,.•, <br />PHOTO CENTER <br />ADDITIONAL <br />LEGEND <br />BOUNDARY BETWEEN <br />5' AND 2' CONTOURS <br />PROPERTY BOUNDARY <br />45 <br />Z <br />C <br />O <br />w <br />Ql <br />CC <br />Z <br />W <br />t - <br />VCC <br />Oc <br />a <br />C� <br />C <br />1-0 <br />— <br />r <br />WQ <br />NN <br />ZD <br />00U <br />vW <br />?CC <br />a� <br />V <br />� <br />J <br />Q <br />C <br />io <br />0 <br />� <br />C <br />g <br />� <br />a <br />C� <br />o7 <br />0 <br />U <br />N <br />h <br />y <br />2 4 <br />0 " <br />y U N M <br />0 <br />o <br />Low <br />� o <br />°C)m <br />AMENDED PERMIT <br />BOUNDARY <br />PERMITTED MINE CELL <br />GREY AREAS IDENTIFIED Date: <br />AS HAVING SLOPES lab n: <br />Drawn: <br />GREATER THAN 2:1 Design: <br />SHEET MATCHLINE Checked: <br />Scale: <br />TARGET <br />Sheet: <br />SCALE: 1 " = 100' <br />100 50 0 100 200 400 I <br />BASE TOPOGRAPHY PROVIDED BY AERO- METRIC (2002) or: <br />Z <br />N <br />G <br />V <br />.J <br />Y <br />a <br />n <br />J <br />E <br />—o <br />m <br />a <br />E <br />z <br />a <br />i <br />W <br />Z <br />O <br />_Z <br />CC <br />Z <br />W <br />t - <br />VCC <br />.ZO <br />a <br />C� <br />C <br />1-0 <br />— <br />r <br />WQ <br />NN <br />ZD <br />00U <br />vW <br />?CC <br />a� <br />V <br />� <br />J <br />Q <br />10/12/05 <br />02 -199 <br />LLD <br />1" = 100' <br />1 <br />
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