REV94460

• Permit No: m1999069
• IBM Index Class Name: Revision
• Doc Date: 12/16/2005
• Doc Name: Exh. F Reclamation Plan map
• From: Applegate
• To: DMG
• Media Type: M
• Archive: No

300 150 0 .. 600 ...
/ /
/
alp
40 000000
/ BACKFILLED AND
do REVEGETATED FOR
PASTURE LAND
LEGEND:
PERMIT BOUNDARY
SECTION LINES
EXISTING CONTOURS
EXISTING FENCELINE
(3- STRAND BARBED WIRE))
_p — EXISTING POWERLINE
EXISTING PAVED ROADS
WAGNER /KAUFFMAN PIT #3
M- 99.069 PERMIT BOUNDARY
AUTHORIZED SIGNATURE
BACKFILLED AND
REVEGETATED FOR
PASTURE LAND
FIILLSBORO
DITCH
DATE
EXISTIN G
GRAD
?'7
E HEIGHT SL0 3 S�
VARIES "F
ZONE I ZONE
II
UNDISTURBED 3' (MIN.)
GROUND r OR TO COMPETENT
1 BEDROCK
1- 12'
N.T.S.
WATER
SURFACE
COMPETANT
BEDROCK
NOTES:
1. ALL ZONE II MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95% ASTM- D698 -78
STANDARD PROCTOR AT -1% TO +3% OF OPTIMUM MOISTURE CONTENT.
2. ALL ZONE 1 MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95% ASTM - D698 -78
STANDARD PROCTOR AT -1% TO +3% OF OPTIMUM MOISTURE CONTENT.
3. EACH LAYER OF FILL SHALL BE SCARIFIED BY DISKING TO ALLOW PROPER BONDING
BETWEEN LAYERS.
4. NO EMBANKMENT MATERIAL SHALL BE PLACED IN THE EMBANKMENT WHILE EITHER THE
MATERIAL, EMBANKMENT, OR FOUNDATION IS FROZEN.
5. NO ORGANIC MATERIAL SHALL BE PLACED IN THE EMBANKMENT.
6. EACH LAYER OR LIFT SHALL BE CONSTRUCTED CONTINUOUSLY AND APPROXIMATELY
HORIZONTAL FOR THE WIDTH AND LENGTH OF EACH LIFT.
7. ZONE I MATERIAL SHALL BE CLAY, WEATHERED CLAYSTONE AND CLAYSTONE THAT BREAK
DOWN DURING PROCESSING. ZONE I IS DEFINED AS MATERIAL HAVING 6 INCH OR
SMALLER COBBLES AND HAVING A MINIMUM OF 45% FINES BY CLAY WEIGHT PASSING
THE US STANDARD 200 SIEVE, A PLASTICITY INDEX OF 10% OR GREATER IS REQUIRED
FOR THE PORTION OF MATERIAL FINER THAN THE NO. 40 SIEVE.
8. SUFFICIENT MOISTURE SHALL BE ADDED AT THE BORROW AREA SO NO MORE THAT 3%
ADDITIONAL MOISTURE IS R- QUIRED TO BRING ANY ZONE 1 MATERIAL TO
SPEC IFiCATIONS ONCE PLAID IN THE FILL.
9. ZONE I AND ZONE II FILL SHALL BE PLACED IN A MAXIMUM OF 9" LOOSE LIFTS.
10. TOWED "SHEEPSFOOT" STYLE ROLLERS OR A CATERPILLAR 815 COMPACTOR (OR
EQUAL) IS REQUIRED ON THE FILL AT ALL TIMES MATERIAL IS PLACED.
11. ABOVE SPECIFICATIONS (NOTES 1 -10) ARE PROVIDED AS A GENERAL GUIDELINE FOR
PERMITTING PURPOSES. FINAL SPECIFICATIONS AND DESIGN CRITERIA WILL BE
DEVELOPED DURING THE FINAL DESIGN PROCESS.
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DITCH
DATE
EXISTIN G
GRAD
?'7
E HEIGHT SL0 3 S�
VARIES "F
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II
UNDISTURBED 3' (MIN.)
GROUND r OR TO COMPETENT
1 BEDROCK
1- 12'
N.T.S.
WATER
SURFACE
COMPETANT
BEDROCK
NOTES:
1. ALL ZONE II MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95% ASTM- D698 -78
STANDARD PROCTOR AT -1% TO +3% OF OPTIMUM MOISTURE CONTENT.
2. ALL ZONE 1 MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95% ASTM - D698 -78
STANDARD PROCTOR AT -1% TO +3% OF OPTIMUM MOISTURE CONTENT.
3. EACH LAYER OF FILL SHALL BE SCARIFIED BY DISKING TO ALLOW PROPER BONDING
BETWEEN LAYERS.
4. NO EMBANKMENT MATERIAL SHALL BE PLACED IN THE EMBANKMENT WHILE EITHER THE
MATERIAL, EMBANKMENT, OR FOUNDATION IS FROZEN.
5. NO ORGANIC MATERIAL SHALL BE PLACED IN THE EMBANKMENT.
6. EACH LAYER OR LIFT SHALL BE CONSTRUCTED CONTINUOUSLY AND APPROXIMATELY
HORIZONTAL FOR THE WIDTH AND LENGTH OF EACH LIFT.
7. ZONE I MATERIAL SHALL BE CLAY, WEATHERED CLAYSTONE AND CLAYSTONE THAT BREAK
DOWN DURING PROCESSING. ZONE I IS DEFINED AS MATERIAL HAVING 6 INCH OR
SMALLER COBBLES AND HAVING A MINIMUM OF 45% FINES BY CLAY WEIGHT PASSING
THE US STANDARD 200 SIEVE, A PLASTICITY INDEX OF 10% OR GREATER IS REQUIRED
FOR THE PORTION OF MATERIAL FINER THAN THE NO. 40 SIEVE.
8. SUFFICIENT MOISTURE SHALL BE ADDED AT THE BORROW AREA SO NO MORE THAT 3%
ADDITIONAL MOISTURE IS R- QUIRED TO BRING ANY ZONE 1 MATERIAL TO
SPEC IFiCATIONS ONCE PLAID IN THE FILL.
9. ZONE I AND ZONE II FILL SHALL BE PLACED IN A MAXIMUM OF 9" LOOSE LIFTS.
10. TOWED "SHEEPSFOOT" STYLE ROLLERS OR A CATERPILLAR 815 COMPACTOR (OR
EQUAL) IS REQUIRED ON THE FILL AT ALL TIMES MATERIAL IS PLACED.
11. ABOVE SPECIFICATIONS (NOTES 1 -10) ARE PROVIDED AS A GENERAL GUIDELINE FOR
PERMITTING PURPOSES. FINAL SPECIFICATIONS AND DESIGN CRITERIA WILL BE
DEVELOPED DURING THE FINAL DESIGN PROCESS.
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Date:
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Scale,
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Sheet:
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